Monday, January 04, 2016, 04:41 PM

PAGE NO. 1

****************************************************

* *

* STAAD.Pro V8i SELECTseries4 *

* Version 20.07.09.31 *

* Proprietary Program of *

* Bentley Systems, Inc. *

* Date= JAN 4, 2016 *

* Time= 16:39:46 *

* *

* USER ID: Microsoft *

****************************************************

1. STAAD SPACE

INPUT FILE: Mende1.STD

2. START JOB INFORMATION

3. ENGINEER DATE 01-JAN-16

4. JOB NAME 1

5. JOB CLIENT TWO STOREY RESIDENTIAL BUILDING

6. JOB NO 1

7. ENGINEER NAME JCPT

8. END JOB INFORMATION

9. INPUT WIDTH 79

10. UNIT METER KN

11. JOINT COORDINATES

12. 2 1.3 0 0; 3 5.1 0 0; 4 8.4 0 0; 5 10.9 0 0; 7 1.3 3 0; 8 5.1 3 0; 9 8.4 3 0

13. 10 10.9 3 0; 11 0 6 0; 12 1.3 6 0; 13 5.1 6 0; 14 8.4 6 0; 15 10.9 6 0

14. 16 0 0 4; 17 1.3 0 4; 18 5.1 0 4; 19 8.4 0 4; 20 10.9 0 4; 21 0 3 4

15. 22 1.3 3 4; 23 5.1 3 4; 24 8.4 3 4; 25 10.9 3 4; 26 0 6 4; 27 1.3 6 4

16. 28 5.1 6 4; 29 8.4 6 4; 30 10.9 6 4; 31 0 0 6.5; 32 1.3 0 6.5; 33 5.1 0 6.5

17. 34 8.4 0 6.5; 35 10.9 0 6.5; 36 0 3 6.5; 37 1.3 3 6.5; 38 5.1 3 6.5

18. 39 8.4 3 6.5; 40 10.9 3 6.5; 41 0 6 6.5; 42 1.3 6 6.5; 43 5.1 6 6.5

19. 44 8.4 6 6.5; 45 10.9 6 6.5; 46 11.85 6 0; 47 11.85 6 6.5; 48 11.85 6 7.45

20. 49 10.9 6 -0.95; 50 11.85 6 -0.95; 51 10.9 6 7.45; 52 8.4 6 7.45

21. 53 5.1 6 7.45; 54 1.3 6 7.45; 55 0 6 7.45; 56 8.4 6 -0.95; 57 5.1 6 -0.95

22. 58 1.3 6 -0.95; 59 0 6 -0.95

23. MEMBER INCIDENCES

24. 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15; 10 2 7; 11 3 8

25. 12 4 9; 13 5 10; 15 7 12; 16 8 13; 17 9 14; 18 10 15; 19 21 22; 20 22 23

26. 21 23 24; 22 24 25; 23 26 27; 24 27 28; 25 28 29; 26 29 30; 27 16 21; 28 17 22

27. 29 18 23; 30 19 24; 31 20 25; 32 21 26; 33 22 27; 34 23 28; 35 24 29; 36 25 30

28. 37 36 37; 38 37 38; 39 38 39; 40 39 40; 41 41 42; 42 42 43; 43 43 44; 44 44 45

29. 45 31 36; 46 32 37; 47 33 38; 48 34 39; 49 35 40; 50 36 41; 51 37 42; 52 38 43

30. 53 39 44; 54 40 45; 56 7 22; 57 8 23; 58 9 24; 59 10 25; 60 11 26; 61 12 27

31. 62 13 28; 63 14 29; 64 15 30; 65 21 36; 66 22 37; 67 23 38; 68 24 39; 69 25 40

32. 70 26 41; 71 27 42; 72 28 43; 73 29 44; 74 30 45; 75 49 15; 76 15 46; 77 49 50

33. 78 50 46; 79 46 47; 80 45 47; 81 47 48; 82 45 51; 83 51 48; 84 55 54; 85 54 53

34. 86 53 52; 87 52 51; 88 44 52; 89 43 53; 90 42 54; 91 41 55; 92 59 11; 93 59 58

35. 94 58 12; 95 58 57; 96 57 13; 97 57 56; 98 56 14; 99 56 49

36. SURFACE INCIDENCE

37. 7 8 23 22 SURFACE 1

38. 8 10 40 38 SURFACE 2

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STAAD SPACE -- PAGE NO. 2

39. 59 50 46 11 SURFACE 3

40. 11 12 54 55 SURFACE 4

41. 42 47 48 54 SURFACE 5

42. 15 46 47 45 SURFACE 6

43. DEFINE MATERIAL START

44. ISOTROPIC CONCRETE

45. E 2.17185E+007

46. POISSON 0.17

47. DENSITY 23.5616

48. ALPHA 1E-005

49. DAMP 0.05

50. TYPE CONCRETE

51. STRENGTH FCU 27579

52. END DEFINE MATERIAL

53. SURFACE PROPERTY

54. 1 TO 6 THICKNESS 0.1

55. SURFACE CONSTANTS

56. MATERIAL CONCRETE ALL

57. MEMBER PROPERTY AMERICAN

58. 19 TO 22 37 TO 40 56 65 66 PRIS YD 0.25 ZD 0.2

59. 2 TO 4 PRIS YD 0.3 ZD 0.2

60. 57 TO 59 67 TO 69 PRIS YD 0.3 ZD 0.2

61. 5 TO 8 23 TO 26 41 TO 44 60 TO 64 70 TO 99 PRIS YD 0.25 ZD 0.2

62. 10 TO 13 15 TO 18 27 TO 36 45 TO 54 PRIS YD 0.3 ZD 0.3

63. CONSTANTS

64. MATERIAL CONCRETE ALL

65. SUPPORTS

66. 2 TO 5 16 TO 20 31 TO 35 FIXED

67. DEFINE UBC LOAD

68. ZONE 0.075 I 1 RWX 3 RWZ 3 STYP 1 CT 1 PX 3 PZ 3

69. FLOOR WEIGHT

**NOTE** about Floor/OneWay Loads/Weights.

Please note that depending on the shape of the floor you may

have to break up the FLOOR/ONEWAY LOAD into multiple commands.

For details please refer to Technical Reference Manual

Section 5.32.4 Note 6.

70. YRANGE 0 3 FLOAD 2 XRANGE 0 12 ZRANGE 0 7

71. DEFINE WIND LOAD

72. TYPE 1 WIND 1

73. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!

74. ASCE-7-2010:PARAMS 250.000 KMPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -

75. 1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -

76. 0 0 0 0 0.761 1.000 1.000 0.850 0 -

77. 0 0 0 0.866 0.800 -0.550

78. !> END GENERATED DATA BLOCK

79. INT 2.05261 2.05261 2.0877 2.12005 2.15012 2.17827 2.20476 2.2298 2.25359 -

80. 2.27625 2.29791 2.31867 HEIG 0 4.572 5.15815 5.74431 6.33046 6.91662 -

81. 7.50277 8.08892 8.67508 9.26123 9.84739 10.4335

82. LOAD 1 LOADTYPE SEISMIC TITLE EQ

83. UBC LOAD X 1

84. LOAD 2 LOADTYPE DEAD TITLE DL

85. SELFWEIGHT Y -1

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STAAD SPACE -- PAGE NO. 3

86. SURFACE LOAD

87. 1 2 PR GY -6

88. 3 TO 6 PR GY -2.5

89. JOINT LOAD

90. 12 TO 15 42 TO 45 FY -20

91. LOAD 3 LOADTYPE LIVE REDUCIBLE TITLE LL

92. SURFACE LOAD

93. 1 2 PR GY -7

94. JOINT LOAD

95. 12 TO 15 42 TO 45 FY -15

96. LOAD 5 LOADTYPE WIND TITLE WL

97. WIND LOAD Z 1 TYPE 1 XR 0 15 YR 0 6 ZR 0 7

98. PRINT PROBLEM STATISTICS

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS 759 NUMBER OF MEMBERS 95

NUMBER OF PLATES 600 NUMBER OF SOLIDS 0

NUMBER OF SURFACES 6 NUMBER OF SUPPORTS 14

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 4470

99. PERFORM ANALYSIS PRINT ALL

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS 759 NUMBER OF MEMBERS 95

NUMBER OF PLATES 600 NUMBER OF SOLIDS 0

NUMBER OF SURFACES 6 NUMBER OF SUPPORTS 14

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 4470

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STAAD SPACE -- PAGE NO. 36

APPLIED JOINT EQUIVALENT LOADS

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

754 0.00000E+00-1.49933E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

755 0.00000E+00-1.49933E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

756 0.00000E+00-1.49935E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

757 0.00000E+00-1.49933E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

758 0.00000E+00-1.49931E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

759 0.00000E+00-1.49933E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

760 0.00000E+00-1.49935E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

761 0.00000E+00-1.49933E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2

LOADTYPE DEAD TITLE DL

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.615826398E+01

Y = 0.420517958E+01

Z = 0.320975516E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = -1166.00

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 3742.59 MY= 0.00 MZ= -7180.56

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = 1166.00

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= -3742.59 MY= 0.00 MZ= 7180.56

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)

MAXIMUMS AT NODE

X = 2.80625E-02 523

Y = -1.47219E+01 406

Z = 4.95289E-02 465

RX= -2.81695E-02 264

RY= 6.07132E-05 645

RZ= 3.92086E-02 409

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1

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STAAD SPACE -- PAGE NO. 42

APPLIED JOINT EQUIVALENT LOADS

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

281 0.00000E+00-2.63900E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

282 0.00000E+00-2.63900E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

283 0.00000E+00-2.63900E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

284 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

285 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

286 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

287 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

288 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

289 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

290 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

291 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

292 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

293 0.00000E+00-1.31950E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 3

LOADTYPE LIVE REDUCIBLE TITLE LL

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.657287204E+01

Y = 0.373424489E+01

Z = 0.297873729E+01

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 3 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = -490.30

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 1460.47 MY= 0.00 MZ= -3222.68

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 3 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = 490.30

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= -1460.47 MY= 0.00 MZ= 3222.68

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 3)

MAXIMUMS AT NODE

X = -2.86707E-03 753

Y = -7.08473E+00 235

Z = 1.84305E-02 15

RX= -2.35881E-02 264

RY= -1.91943E-05 753

RZ= 1.84030E-02 284

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STAAD SPACE -- PAGE NO. 43

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1

2 0.00 0.00 0.00 0.00 0.00 0.00

-1.53 -40.02 -2.36 -2.10 -0.01 1.54 111111

3 0.00 0.00 0.00 0.00 0.00 0.00

-3.79 -102.85 -9.42 -9.04 0.00 3.76 111111

4 0.00 0.00 0.00 0.00 0.00 0.00

-0.47 -22.84 -0.41 -0.17 -0.01 0.49 111111

5 0.00 0.00 0.00 0.00 0.00 0.00

6.06 -72.47 -7.52 -7.12 -0.02 -5.94 111111

16 0.00 0.00 0.00 0.00 0.00 0.00

0.02 0.90 0.26 0.41 -0.02 0.04 111111

17 0.00 0.00 0.00 0.00 0.00 0.00

-1.72 -27.73 2.15 2.33 -0.02 1.75 111111

18 0.00 0.00 0.00 0.00 0.00 0.00

1.38 -36.72 1.74 1.96 0.00 -1.30 111111

19 0.00 0.00 0.00 0.00 0.00 0.00

-0.23 -0.37 0.30 0.53 -0.01 0.29 111111

20 0.00 0.00 0.00 0.00 0.00 0.00

0.34 -8.65 0.06 0.34 -0.01 -0.28 111111

31 0.00 0.00 0.00 0.00 0.00 0.00

-0.19 -1.24 0.14 0.30 -0.03 0.27 111111

32 0.00 0.00 0.00 0.00 0.00 0.00

0.11 -12.96 0.21 0.42 -0.02 -0.03 111111

33 0.00 0.00 0.00 0.00 0.00 0.00

-6.41 -73.08 7.00 7.13 -0.01 6.39 111111

34 0.00 0.00 0.00 0.00 0.00 0.00

-0.34 -20.33 0.54 0.76 -0.01 0.41 111111

35 0.00 0.00 0.00 0.00 0.00 0.00

6.75 -71.93 7.30 7.48 -0.01 -6.57 111111

FOR LOADING - 5

APPLIED JOINT EQUIVALENT LOADS

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

2 0.00000E+00 0.00000E+00 5.84994E+00 0.00000E+00 0.00000E+00 0.00000E+00

3 0.00000E+00 0.00000E+00 1.09302E+01 0.00000E+00 0.00000E+00 0.00000E+00

4 0.00000E+00 0.00000E+00 8.92886E+00 0.00000E+00 0.00000E+00 0.00000E+00

5 0.00000E+00 0.00000E+00 3.84864E+00 0.00000E+00 0.00000E+00 0.00000E+00

7 0.00000E+00 0.00000E+00 1.16999E+01 0.00000E+00 0.00000E+00 0.00000E+00

8 0.00000E+00 0.00000E+00 2.18603E+01 0.00000E+00 0.00000E+00 0.00000E+00

9 0.00000E+00 0.00000E+00 1.78577E+01 0.00000E+00 0.00000E+00 0.00000E+00

10 0.00000E+00 0.00000E+00 7.69729E+00 0.00000E+00 0.00000E+00 0.00000E+00

12 0.00000E+00 0.00000E+00 6.01149E+00 0.00000E+00 0.00000E+00 0.00000E+00

13 0.00000E+00 0.00000E+00 1.12320E+01 0.00000E+00 0.00000E+00 0.00000E+00

14 0.00000E+00 0.00000E+00 9.17544E+00 0.00000E+00 0.00000E+00 0.00000E+00

15 0.00000E+00 0.00000E+00 3.95493E+00 0.00000E+00 0.00000E+00 0.00000E+00

16 0.00000E+00 0.00000E+00 2.00130E+00 0.00000E+00 0.00000E+00 0.00000E+00

17 0.00000E+00 0.00000E+00 2.00130E+00 0.00000E+00 0.00000E+00 0.00000E+00

21 0.00000E+00 0.00000E+00 4.00259E+00 0.00000E+00 0.00000E+00 0.00000E+00

22 0.00000E+00 0.00000E+00 4.00259E+00 0.00000E+00 0.00000E+00 0.00000E+00

26 0.00000E+00 0.00000E+00 2.05656E+00 0.00000E+00 0.00000E+00 0.00000E+00

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STAAD SPACE -- PAGE NO. 44

APPLIED JOINT EQUIVALENT LOADS

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

27 0.00000E+00 0.00000E+00 2.05656E+00 0.00000E+00 0.00000E+00 0.00000E+00

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 5

LOADTYPE WIND TITLE WL

CENTER OF FORCE BASED ON Z FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.544999987E+01

Y = 0.302057021E+01

Z = 0.477064204E+00

***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 5 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = 0.00

SUMMATION FORCE-Z = 135.17

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 408.28 MY= -736.66 MZ= 0.00

***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 5 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = 0.00

SUMMATION FORCE-Z = -135.17

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= -408.28 MY= 736.66 MZ= 0.00

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 5)

MAXIMUMS AT NODE

X = 2.12246E-02 51

Y = 4.10256E-02 57

Z = 3.95793E-01 13

RX= 7.08878E-04 7

RY= 1.03827E-04 56

RZ= -1.66628E-04 430

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1

2 0.00 0.00 5.85 0.00 0.00 0.00

-0.40 4.93 6.60 13.36 0.09 0.77 111111

3 0.00 0.00 10.93 0.00 0.00 0.00

-0.57 5.72 6.89 13.43 0.07 0.94 111111

4 0.00 0.00 8.93 0.00 0.00 0.00

-0.57 4.87 7.09 13.63 0.17 0.93 111111

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STAAD SPACE -- PAGE NO. 45

5 0.00 0.00 3.85 0.00 0.00 0.00

-0.55 5.25 6.20 11.94 0.19 0.92 111111

16 0.00 0.00 2.00 0.00 0.00 0.00

-0.21 9.43 6.23 12.55 -0.10 0.32 111111

17 0.00 0.00 2.00 0.00 0.00 0.00

-0.24 5.21 8.08 14.77 -0.06 0.35 111111

18 0.00 0.00 0.00 0.00 0.00 0.00

-0.16 6.71 8.75 15.21 0.12 0.26 111111

19 0.00 0.00 0.00 0.00 0.00 0.00

-0.17 6.35 8.90 15.30 0.18 0.26 111111

20 0.00 0.00 0.00 0.00 0.00 0.00

-0.15 5.52 7.89 13.57 0.21 0.24 111111

31 0.00 0.00 0.00 0.00 0.00 0.00

0.55 -9.26 6.28 12.58 -0.07 -0.94 111111

32 0.00 0.00 0.00 0.00 0.00 0.00

0.60 -10.31 6.94 13.59 -0.06 -0.99 111111

33 0.00 0.00 0.00 0.00 0.00 0.00

0.58 -12.48 7.42 13.88 0.10 -1.01 111111

34 0.00 0.00 0.00 0.00 0.00 0.00

0.65 -11.24 7.55 13.94 0.19 -1.08 111111

35 0.00 0.00 0.00 0.00 0.00 0.00

0.66 -10.70 6.78 12.48 0.23 -1.12 111111

************ END OF DATA FROM INTERNAL STORAGE ************

100. PRINT ANALYSIS RESULTS

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STAAD SPACE -- PAGE NO. 72

MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS ARE -- KN METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

5 56 0.16 0.02 0.52 0.12 -0.62 0.05

49 -0.16 -0.02 -0.52 -0.12 -0.67 0.01

************** END OF LATEST ANALYSIS RESULT **************

101. START CONCRETE DESIGN

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STAAD SPACE -- PAGE NO. 73

102. CODE ACI

103. DESIGN COLUMN 10 TO 13 15 TO 18 27 TO 36 45 TO 54

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STAAD SPACE -- PAGE NO. 74

====================================================================

COLUMN NO. 10 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 11 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 12 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

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STAAD SPACE -- PAGE NO. 75

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 13 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 15 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 16 DESIGN PER ACI 318-08 - AXIAL + BENDING

Page 75 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 76

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 17 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 18 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

Page 76 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 77

====================================================================

COLUMN NO. 27 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 28 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 29 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

Page 77 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 78

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 30 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 31 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 32 DESIGN PER ACI 318-08 - AXIAL + BENDING

Page 78 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 79

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 33 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 34 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

Page 79 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 80

====================================================================

COLUMN NO. 35 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 36 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 45 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

Page 80 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 81

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 46 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 47 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 48 DESIGN PER ACI 318-08 - AXIAL + BENDING

Page 81 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 82

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 49 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 50 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

Page 82 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 83

====================================================================

COLUMN NO. 51 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 52 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 53 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

Page 83 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 84

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

====================================================================

COLUMN NO. 54 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 27.6 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.

AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 12 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

TIE BAR NUMBER 12 SPACING 192.00 MM

********************END OF COLUMN DESIGN RESULTS********************

104. DESIGN BEAM 2 TO 8 19 TO 26 37 TO 44 56 TO 99

Page 84 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 85

=====================================================================

BEAM NO. 2 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3800. YES YES

2 243. 2 - 12MM 0. 3800. YES YES

B E A M N O. 2 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.02 KNS Vc= 42.54 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

AT END SUPPORT - Vu= 0.02 KNS Vc= 42.54 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

___ 7J____________________ 3799X 200X 300_____________________ 8J____

| |

||=========================================================================||

| 2No12 H 243. 0.TO 3800 |

| |

| 2No12 H 57. 0.TO 3800 |

||=========================================================================||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

Page 85 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 86

=====================================================================

BEAM NO. 3 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3300. YES YES

2 243. 2 - 12MM 0. 1716. YES NO

3 243. 2 - 12MM 1446. 3300. NO YES

B E A M N O. 3 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.95 KNS Vc= 40.49 KNS Vs= 0.00 KNS

Tu= 1.50 KN-MET Tc= 1.2 KN-MET Ts= 2.0 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1414. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.78 SQ.CM.

AT END SUPPORT - Vu= 4.95 KNS Vc= 40.88 KNS Vs= 0.00 KNS

Tu= 1.50 KN-MET Tc= 1.2 KN-MET Ts= 2.0 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1414. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.78 SQ.CM.

___ 8J____________________ 3300X 200X 300_____________________ 9J____

| |

||=========================================================================||

| 2No12 H 243.| |0.TO 1716| | | | 2No12 H 243.1446.TO 3300| | | | | | | | | |

| 19*12c/c 81 | | | | | | | | | | | | | | | | | | | | | | | |19*12c/c 81| | |

| 2No12 H |57.| |0.TO 3300| | | | | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

Page 86 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 87

=====================================================================

BEAM NO. 4 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 243. 2 - 12MM 0. 2500. YES YES

B E A M N O. 4 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.96 KNS Vc= 41.66 KNS Vs= 0.00 KNS

Tu= 1.44 KN-MET Tc= 1.2 KN-MET Ts= 1.9 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1013. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.74 SQ.CM.

AT END SUPPORT - Vu= 6.10 KNS Vc= 40.82 KNS Vs= 0.00 KNS

Tu= 1.44 KN-MET Tc= 1.2 KN-MET Ts= 1.9 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1013. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.74 SQ.CM.

___ 9J____________________ 2499X 200X 300_____________________ 10J____

| |

||=========================================================================||

| 2No12 H 243.| 0.TO 2500| | | | | | | | | | | | | | | | | |

| 14*12c/c 81 | | | | | | | | | | | | | | | | 14*12c/c 81 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________ _________

| | | | | | | | | | | |

| oo | | oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo | | oo |

| | | | | | | | | | | |

|_________| |_________| |_________| |_________| |_________| |_________|

Page 87 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 88

=====================================================================

BEAM NO. 5 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 61. 2 - 20MM 0. 1300. YES YES

2 193. 2 - 12MM 0. 666. YES NO

3 193. 2 - 12MM 688. 1300. NO YES

B E A M N O. 5 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 24.38 KNS Vc= 32.95 KNS Vs= 0.00 KNS

Tu= 2.47 KN-MET Tc= 0.9 KN-MET Ts= 3.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 464. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.42 SQ.CM.

AT END SUPPORT - Vu= 25.47 KNS Vc= 32.95 KNS Vs= 1.01 KNS

Tu= 2.47 KN-MET Tc= 0.9 KN-MET Ts= 3.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 464. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.42 SQ.CM.

___ 11J____________________ 1300X 200X 250_____________________ 12J____

| |

||===================================== ===================================||

| 2No12 H 193.| 0.TO |666| | 2No12|H 193. 688.TO 1300 | | | |

| 8*12c/c 68 | | | | | | | | | 8*12c/c 68 | |

| 2No20 H |61.| 0.TO 1300| | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#20 | | 2#20 | | 2#20 | | 2#20 | | 2#20 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 88 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 89

=====================================================================

BEAM NO. 6 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3800. YES YES

2 193. 2 - 12MM 0. 1608. YES NO

3 193. 2 - 12MM 2034. 3800. NO YES

B E A M N O. 6 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.17 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.17 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

___ 12J____________________ 3799X 200X 250_____________________ 13J____

| |

||=============================== ===================================||

| 2No12 H 193.| |0.TO 1608| | | | |2No12|H|193.2034.TO|3800 | | | | | |

| 19*12c/c 97 | | | | | | | | | | | | | | | | | | | | |19*12c/c 97| | |

| 2No12 H |57.| |0.TO 3800| | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 89 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 90

=====================================================================

BEAM NO. 7 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3300. YES YES

2 193. 2 - 12MM 0. 3300. YES YES

B E A M N O. 7 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.14 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.14 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

___ 13J____________________ 3300X 200X 250_____________________ 14J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 3300| | | | | | | | | | | | | | | | | |

| 17*12c/c 97 | | | | | | | | | | | | | | | | 17*12c/c 97 | |

| 2No12 H 57.| 0.TO 3300| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 90 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 91

=====================================================================

BEAM NO. 8 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 8 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

AT END SUPPORT - Vu= 0.01 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

___ 14J____________________ 2499X 200X 250_____________________ 15J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | | | | | | | | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | | | | 12*12c/c 97 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 91 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 92

=====================================================================

BEAM NO. 19 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1300. YES YES

2 193. 2 - 12MM 0. 1300. YES YES

B E A M N O. 19 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.08 KNS Vc= 33.81 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 464. MM

AT END SUPPORT - Vu= 0.08 KNS Vc= 33.81 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 464. MM

___ 21J____________________ 1300X 200X 250_____________________ 22J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 1300| | | | | | | | |

| 6*12c/c 97 | | | | | | | 6*12c/c 97 | |

| 2No12 H 57.| 0.TO 1300| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 92 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 93

=====================================================================

BEAM NO. 20 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3800. YES YES

2 193. 2 - 12MM 0. 341. YES NO

3 193. 2 - 12MM 1717. 3800. NO YES

B E A M N O. 20 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 33.81 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.01 KNS Vc= 33.81 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

___ 22J____________________ 3799X 200X 250_____________________ 23J____

| |

||===== =========================================||

| 2No12 H 193. 0.TO 341 |2No12|H|193.1717.TO|3800 | | | | | | | | |

| 19*12c/c 97 | | | | | | | | | | | | | |19*12c/c 97| | |

| 2No12 H 57. 0.TO 3800 | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | | | oo | | oo | | oo |

| 2#12 | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 93 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 94

=====================================================================

BEAM NO. 21 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3300. YES YES

2 193. 2 - 12MM 0. 3300. YES YES

B E A M N O. 21 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.02 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.02 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

___ 23J____________________ 3300X 200X 250_____________________ 24J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 3300| | | | | | | | | | | | | | | | | |

| 17*12c/c 97 | | | | | | | | | | | | | | | | 17*12c/c 97 | |

| 2No12 H 57.| 0.TO 3300| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 94 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 95

=====================================================================

BEAM NO. 22 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 22 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.03 KNS Vc= 32.16 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

AT END SUPPORT - Vu= 0.03 KNS Vc= 32.16 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

___ 24J____________________ 2499X 200X 250_____________________ 25J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | | | | | | | | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | | | | 12*12c/c 97 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 95 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 96

=====================================================================

BEAM NO. 23 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1300. YES YES

2 193. 2 - 12MM 0. 666. YES NO

3 193. 2 - 12MM 471. 1300. NO YES

B E A M N O. 23 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 32.25 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 464. MM

AT END SUPPORT - Vu= 0.01 KNS Vc= 32.24 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 464. MM

___ 26J____________________ 1300X 200X 250_____________________ 27J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 666| 2No12 H 193. 471.TO 1300 | | | | |

| 6*12c/c 97 | | | | | | | 6*12c/c 97 | |

| 2No12 H 57.| 0.TO 1300| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 96 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 97

=====================================================================

BEAM NO. 24 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2869. YES NO

2 193. 2 - 12MM 0. 3800. YES YES

B E A M N O. 24 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

___ 27J____________________ 3799X 200X 250_____________________ 28J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 3800| | | | | | | | | | | | | | | | |

| 19*12c/c 97 | | | | | | | | | | | | | | | | | | | | | | 19*12c/c 97 |

| 2No12 H |57.| |0.TO 2869| | | | | | | | | | | | | | | | |

||======================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 97 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 98

=====================================================================

BEAM NO. 25 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2493. YES NO

2 193. 2 - 12MM 0. 616. YES NO

3 193. 2 - 12MM 1446. 3300. NO YES

B E A M N O. 25 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

___ 28J____________________ 3300X 200X 250_____________________ 29J____

| |

||============= ==========================================||

| 2No12 H 193.| 0.TO 616 2No12 H|193.1446.TO|3300 |

| 17*12c/c 97 | | | | | | | | | 17*12c/c 97 |

| 2No12 H 57.| 0.TO 2493 | | | | | | | | |

||======================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | | | oo | | oo | | oo |

| 2#12 | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 98 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 99

=====================================================================

BEAM NO. 26 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1673. YES NO

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 26 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

___ 29J____________________ 2499X 200X 250_____________________ 30J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | 12*12c/c 97 |

| 2No12 H 57.| 0.TO 1673| | | | | | | | |

||================================================= |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 99 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 100

=====================================================================

BEAM NO. 37 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1300. YES YES

2 193. 2 - 12MM 0. 775. YES NO

3 193. 2 - 12MM 363. 1300. NO YES

B E A M N O. 37 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.07 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 464. MM

AT END SUPPORT - Vu= 0.07 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 464. MM

___ 36J____________________ 1300X 200X 250_____________________ 37J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 27752 H 193. 363.TO 1300 | | | | | |

| 6*12c/c 97 | | | | | | | 6*12c/c 97 | |

| 2No12 H 57.| 0.TO 1300| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 100 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 101

=====================================================================

BEAM NO. 38 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1627. YES NO

2 193. 2 - 12MM 767. 3800. NO YES

B E A M N O. 38 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.01 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

___ 37J____________________ 3799X 200X 250_____________________ 38J____

| |

| ============================================================||

| 2No12 H 193.|767.TO 3800 |

| 19*12c/c 97 | | | | | | | | | 19*12c/c 97 |

| 2No12 H 57. |0.TO 1627| | | | |

||=============================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| | | oo | | oo | | oo | | oo |

| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 101 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 102

=====================================================================

BEAM NO. 39 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2344. YES NO

2 193. 2 - 12MM 1446. 3300. NO YES

B E A M N O. 39 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.01 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

___ 38J____________________ 3300X 200X 250_____________________ 39J____

| |

| ==========================================||

| 2No12 H|193.1446.TO|3300 |

| 17*12c/c 97 | | | | | | | 17*12c/c 97 |

| 2No12 H 57. 0.TO 2344 | | | | | | | |

||==================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| | | | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 102 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 103

=====================================================================

BEAM NO. 40 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 193. 2 - 12MM 0. 1175. YES NO

3 193. 2 - 12MM 804. 2500. NO YES

B E A M N O. 40 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 6.00 KNS Vc= 32.89 KNS Vs= 0.00 KNS

Tu= 1.00 KN-MET Tc= 0.9 KN-MET Ts= 1.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 1063. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.57 SQ.CM.

AT END SUPPORT - Vu= 3.50 KNS Vc= 32.36 KNS Vs= 0.00 KNS

Tu= 1.00 KN-MET Tc= 0.9 KN-MET Ts= 1.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 1063. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.57 SQ.CM.

___ 39J____________________ 2499X 200X 250_____________________ 40J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 1175No12 H|193. 804.TO|2500 | | | | | | | | | |

| 17*12c/c 68 | | | | | | | | | | | | | | | | 17*12c/c 68 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 103 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 104

=====================================================================

BEAM NO. 41 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 618. YES NO

2 193. 2 - 12MM 0. 1300. YES YES

B E A M N O. 41 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.83 KNS Vc= 33.61 KNS Vs= 0.00 KNS

Tu= 1.34 KN-MET Tc= 0.9 KN-MET Ts= 1.8 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 464. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.77 SQ.CM.

AT END SUPPORT - Vu= 9.92 KNS Vc= 33.61 KNS Vs= 0.00 KNS

Tu= 1.34 KN-MET Tc= 0.9 KN-MET Ts= 1.8 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 464. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.77 SQ.CM.

___ 41J____________________ 1300X 200X 250_____________________ 42J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 1300| | |

| 8*12c/c 68 | | | | | 8*12c/c 68 |

| 2No12 H |57.| 0.TO |618| | |

||=================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 104 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 105

=====================================================================

BEAM NO. 42 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3800. YES YES

2 193. 2 - 12MM 0. 1291. YES NO

3 193. 2 - 12MM 2034. 3800. NO YES

B E A M N O. 42 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

___ 42J____________________ 3799X 200X 250_____________________ 43J____

| |

||======================== ===================================||

| 2No12 H 193.| |0.TO 1291 |2No12|H|193.2034.TO|3800 | | | | | |

| 19*12c/c 97 | | | | | | | | | | | | | | | | |19*12c/c 97| | |

| 2No12 H |57.| |0.TO 3800 | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | | | oo | | oo |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 105 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 106

=====================================================================

BEAM NO. 43 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3300. YES YES

2 193. 2 - 12MM 0. 3300. YES YES

B E A M N O. 43 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

___ 43J____________________ 3300X 200X 250_____________________ 44J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 3300| | | | | | | | | | | | | | | | | |

| 17*12c/c 97 | | | | | | | | | | | | | | | | 17*12c/c 97 | |

| 2No12 H 57.| 0.TO 3300| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 106 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 107

=====================================================================

BEAM NO. 44 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 847. YES NO

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 44 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 32.16 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

AT END SUPPORT - Vu= 0.01 KNS Vc= 32.16 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

___ 44J____________________ 2499X 200X 250_____________________ 45J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500 |

| 12*12c/c 97 | | | | 12*12c/c 97 |

| 2No12 H 57.| 0.TO 847 |

||======================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 107 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 108

=====================================================================

BEAM NO. 56 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 4000. YES YES

2 193. 2 - 12MM 1825. 4000. NO YES

B E A M N O. 56 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.17 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 35.85 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

___ 7J____________________ 4000X 200X 250_____________________ 22J____

| |

| =========================================||

| |2No12|H|193.1825.TO|4000 | | | | | | | | |

| 20*12c/c 97 | | | | | | | | | | | | | |20*12c/c 97| | |

| 2No12 H 57. 0.TO 4000 | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| | | | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 108 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 109

=====================================================================

BEAM NO. 57 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2908. YES NO

2 57. 2 - 12MM 3500. 4000. NO YES

3 243. 2 - 12MM 0. 1008. YES NO

4 243. 2 - 12MM 1825. 4000. NO YES

B E A M N O. 57 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 40.42 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

AT END SUPPORT - Vu= 0.00 KNS Vc= 40.42 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

___ 8J____________________ 4000X 200X 300_____________________ 23J____

| |

||================== =========================================||

| 2No12 H 243. 0.TO 1008 2No12 H 243.1825.TO 4000 |

| |

| 2No12 H 57. 0.TO 2908 2No12 H 57.3500.TO 4000 |

||====================================================== =========||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | 2#12 |

| oo | | oo | | oo | | | | oo |

| | | | | | | | | |

|_________| |_________| |_________| |_________| |_________|

Page 109 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 110

=====================================================================

BEAM NO. 58 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2843. YES NO

2 243. 2 - 12MM 1825. 4000. NO YES

B E A M N O. 58 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 40.73 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

AT END SUPPORT - Vu= 0.00 KNS Vc= 40.80 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

___ 9J____________________ 4000X 200X 300_____________________ 24J____

| |

| =========================================||

| 2No12 H 243.1825.TO 4000 |

| |

| 2No12 H 57. 0.TO 2843 |

||===================================================== |

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________

| | | | | | | | | |

| | | | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | | | |

| | | | | | | | | |

|_________| |_________| |_________| |_________| |_________|

Page 110 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 111

=====================================================================

BEAM NO. 59 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2866. YES NO

2 243. 2 - 12MM 1825. 4000. NO YES

B E A M N O. 59 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 42.54 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

AT END SUPPORT - Vu= 0.00 KNS Vc= 42.54 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

___ 10J____________________ 4000X 200X 300_____________________ 25J____

| |

| =========================================||

| 2No12 H 243.1825.TO 4000 |

| |

| 2No12 H 57. 0.TO 2866 |

||===================================================== |

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________

| | | | | | | | | |

| | | | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | | | |

| | | | | | | | | |

|_________| |_________| |_________| |_________| |_________|

Page 111 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 112

=====================================================================

BEAM NO. 60 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2793. YES NO

2 193. 2 - 12MM 0. 4000. YES YES

B E A M N O. 60 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.13 KNS Vs= 0.00 KNS

Tu= 1.81 KN-MET Tc= 0.9 KN-MET Ts= 2.4 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 1813. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.04 SQ.CM.

AT END SUPPORT - Vu= 4.27 KNS Vc= 32.51 KNS Vs= 0.00 KNS

Tu= 1.81 KN-MET Tc= 0.9 KN-MET Ts= 2.4 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 1813. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.04 SQ.CM.

___ 11J____________________ 4000X 200X 250_____________________ 26J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 4000| | | | | | | | | | | | | | |

| 28*12c/c 68 | | | | | | | | | | | | | | | | | | | | 28*12c/c 68 |

| 2No12 H |57.| |0.TO 2793| | | | | | | | | | | | | | |

||==================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 112 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 113

=====================================================================

BEAM NO. 61 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2737. YES NO

2 193. 2 - 12MM 0. 4000. YES YES

B E A M N O. 61 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

___ 12J____________________ 4000X 200X 250_____________________ 27J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 4000| | | | | | | | | | | | | | |

| 20*12c/c 97 | | | | | | | | | | | | | | | | | | | | 20*12c/c 97 |

| 2No12 H |57.| |0.TO 2737| | | | | | | | | | | | | | |

||=================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | |

| oo | | oo | | oo | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 113 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 114

=====================================================================

BEAM NO. 62 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 4000. YES YES

2 193. 2 - 12MM 0. 4000. YES YES

B E A M N O. 62 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.25 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.27 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

___ 13J____________________ 4000X 200X 250_____________________ 28J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 4000| | | | | | | | | | | | | | | | | | | | | | | | | |

| 20*12c/c 97 | | | | | | | | | | | | | | | | | | | | | | | |20*12c/c 97| | |

| 2No12 H |57.| |0.TO 4000| | | | | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 114 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 115

=====================================================================

BEAM NO. 63 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3078. YES NO

2 193. 2 - 12MM 0. 4000. YES YES

B E A M N O. 63 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.24 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.27 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

___ 14J____________________ 4000X 200X 250_____________________ 29J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 4000| | | | | | | | | | | | | | | | | |

| 20*12c/c 97 | | | | | | | | | | | | | | | | | | | | | | | 20*12c/c 97 |

| 2No12 H |57.| |0.TO 3078| | | | | | | | | | | | | | | | | |

||========================================================= |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 115 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 116

=====================================================================

BEAM NO. 64 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 4000. YES YES

2 193. 2 - 12MM 0. 4000. YES YES

B E A M N O. 64 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.38 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.21 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1813. MM

___ 15J____________________ 4000X 200X 250_____________________ 30J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 4000| | | | | | | | | | | | | | | | | | | | | | | | | |

| 20*12c/c 97 | | | | | | | | | | | | | | | | | | | | | | | |20*12c/c 97| | |

| 2No12 H |57.| |0.TO 4000| | | | | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

Page 116 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 117

=====================================================================

BEAM NO. 65 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1653. YES NO

2 57. 2 - 12MM 1979. 2500. NO YES

3 193. 2 - 12MM 0. 758. YES NO

4 193. 2 - 12MM 596. 2500. NO YES

B E A M N O. 65 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.13 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.13 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

Page 117 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 118

___ 21J____________________ 2500X 200X 250_____________________ 36J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TOo1758|193. 596.TO 2500 | | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | 12*12c/c 97 | |

| 2No12 H 57.| 0.TO 1653| | | | | | | |2No12 H 57.1979.TO 2500 |

||================================================= ===============||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | 2#12 |

| oo | | oo | | oo | | | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 66 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1236. YES NO

2 57. 2 - 12MM 1337. 2500. NO YES

3 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 66 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.19 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.18 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

Page 118 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 119

___ 22J____________________ 2500X 200X 250_____________________ 37J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | | | | | | | | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | | | | 12*12c/c 97 | |

| 2No12 H 57.| 0.TO 1236| | | | 2No12 H 57.1337.TO 2500| | | | |

||==================================== ===================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | 2#12 | | 2#12 |

| oo | | oo | | | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 67 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 243. 2 - 12MM 0. 1175. YES NO

3 243. 2 - 12MM 804. 2500. NO YES

B E A M N O. 67 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 11.19 KNS Vc= 41.48 KNS Vs= 0.00 KNS

Tu= 1.77 KN-MET Tc= 1.2 KN-MET Ts= 2.4 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1014. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.92 SQ.CM.

AT END SUPPORT - Vu= 8.32 KNS Vc= 40.89 KNS Vs= 0.00 KNS

Tu= 1.77 KN-MET Tc= 1.2 KN-MET Ts= 2.4 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1014. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.92 SQ.CM.

Page 119 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 120

___ 23J____________________ 2500X 200X 300_____________________ 38J____

| |

||=========================================================================||

| 2No12 H 243.| 0.TO 1175No12 H|243. 804.TO|2500 | | | | | | | | | |

| 14*12c/c 81 | | | | | | | | | | | | | | | | 14*12c/c 81 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|_________| |_________| |_________| |_________| |_________|

=====================================================================

BEAM NO. 68 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 243. 2 - 12MM 0. 966. YES NO

3 243. 2 - 12MM 804. 2500. NO YES

B E A M N O. 68 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 41.13 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

AT END SUPPORT - Vu= 0.00 KNS Vc= 41.03 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 1

STIRRUPS ARE NOT REQUIRED.

Page 120 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 121

___ 24J____________________ 2500X 200X 300_____________________ 39J____

| |

||=========================================================================||

| 2No12 H 243. 0.TO 966No12 H 243. 804.TO 2500 |

| |

| 2No12 H 57. 0.TO 2500 |

||=========================================================================||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|_________| |_________| |_________| |_________| |_________|

=====================================================================

BEAM NO. 69 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 243. 2 - 12MM 0. 966. YES NO

3 243. 2 - 12MM 804. 2500. NO YES

B E A M N O. 69 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.83 KNS Vc= 41.66 KNS Vs= 0.00 KNS

Tu= 1.36 KN-MET Tc= 1.2 KN-MET Ts= 1.8 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1014. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.70 SQ.CM.

AT END SUPPORT - Vu= 6.97 KNS Vc= 40.83 KNS Vs= 0.00 KNS

Tu= 1.36 KN-MET Tc= 1.2 KN-MET Ts= 1.8 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 81. MM C/C FOR 1014. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.70 SQ.CM.

Page 121 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 122

___ 25J____________________ 2500X 200X 300_____________________ 40J____

| |

||=========================================================================||

| 2No12 H 243.| 0.TO 966No12 H|243. 804.TO|2500 | | | | | | | | | |

| 14*12c/c 81 | | | | | | | | | | | | | | | | 14*12c/c 81 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

_________ _________ _________ _________ _________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|_________| |_________| |_________| |_________| |_________|

=====================================================================

BEAM NO. 70 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1992. YES NO

2 193. 2 - 12MM 0. 1175. YES NO

3 193. 2 - 12MM 804. 2500. NO YES

B E A M N O. 70 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.63 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.36 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

Page 122 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 123

___ 26J____________________ 2500X 200X 250_____________________ 41J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 1175No12 H|193. 804.TO|2500 | | | | |

| 12*12c/c 97 | | | | | | | | | | | | | | | 12*12c/c 97 |

| 2No12 H 57.| 0.TO 1992| | | | | | | | | | | |

||=========================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 71 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1565. YES NO

2 57. 2 - 12MM 2187. 2500. NO YES

3 193. 2 - 12MM 0. 341. YES NO

4 193. 2 - 12MM 596. 2500. NO YES

B E A M N O. 71 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 1.18 KNS Vc= 33.42 KNS Vs= 0.00 KNS

Tu= 0.98 KN-MET Tc= 0.9 KN-MET Ts= 1.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 1064. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.56 SQ.CM.

Page 123 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 124

AT END SUPPORT - Vu= 3.69 KNS Vc= 33.42 KNS Vs= 0.00 KNS

Tu= 0.98 KN-MET Tc= 0.9 KN-MET Ts= 1.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 1064. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.56 SQ.CM.

___ 27J____________________ 2500X 200X 250_____________________ 42J____

| |

||========= =========================================================||

| 2No12 H 193. 0.TOo1341|193. 596.TO|2500 | | | | | |

| 17*12c/c 68 | | | | | | | | | | 17*12c/c 68 | |

| 2No12 H 57. 0.TO 1565| | | | | | | | 2No12 H 57.2187.TO 2500 |

||============================================== =========||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | | | 2#12 |

| oo | | oo | | oo | | | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 72 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1170. YES NO

2 193. 2 - 12MM 596. 2500. NO YES

B E A M N O. 72 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

Page 124 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 125

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

___ 28J____________________ 2500X 200X 250_____________________ 43J____

| |

| =========================================================||

| 2No12 H|193. 596.TO 2500 |

| 12*12c/c 97 | | | | | | 12*12c/c 97 |

| 2No12 H 57. 0.TO 1170| | | | |

||================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| | | oo | | oo | | oo | | oo |

| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 73 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1148. YES NO

2 193. 2 - 12MM 388. 2500. NO YES

B E A M N O. 73 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.35 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

Page 125 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 126

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.35 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

___ 29J____________________ 2500X 200X 250_____________________ 44J____

| |

| ================================================================||

| |2No12|H 193. 388.TO 2500 |

| 12*12c/c 97 | | | | | | | 12*12c/c 97 |

| 2No12 H 57.| 0.TO 1148| | | |

||================================= |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| | | oo | | oo | | oo | | oo |

| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 74 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1134. YES NO

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 74 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.41 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

Page 126 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 127

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.34 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1064. MM

___ 30J____________________ 2500X 200X 250_____________________ 45J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | |

| 12*12c/c 97 | | | | | | | 12*12c/c 97 |

| 2No12 H 57.| 0.TO 1134| | | |

||================================= |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 75 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 75 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 10.36 KNS Vc= 33.61 KNS Vs= 0.00 KNS

Tu= 3.15 KN-MET Tc= 0.9 KN-MET Ts= 4.2 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.80 SQ.CM.

Page 127 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 128

AT END SUPPORT - Vu= 11.04 KNS Vc= 33.61 KNS Vs= 0.00 KNS

Tu= 3.15 KN-MET Tc= 0.9 KN-MET Ts= 4.2 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.80 SQ.CM.

___ 49J____________________ 949X 200X 250_____________________ 15J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 2No12 H 57.| 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 76 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 61. 2 - 20MM 0. 950. YES YES

2 193. 2 - 12MM 252. 950. NO YES

B E A M N O. 76 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 26.86 KNS Vc= 32.78 KNS Vs= 3.03 KNS

Tu= 3.21 KN-MET Tc= 0.9 KN-MET Ts= 4.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.84 SQ.CM.

Page 128 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 129

AT END SUPPORT - Vu= 26.18 KNS Vc= 32.78 KNS Vs= 2.12 KNS

Tu= 3.21 KN-MET Tc= 0.9 KN-MET Ts= 4.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.84 SQ.CM.

___ 15J____________________ 950X 200X 250_____________________ 46J____

| |

| =======================================================||

| |2No12|H 193. 252.TO 950 | | | | | |

| 6*12c/c 68 | | | | | | 6*12c/c 68 | |

| 2No20 H 61. 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| | | | | oo | | oo | | oo |

| | | | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#20 | | 2#20 | | 2#20 | | 2#20 | | 2#20 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 77 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 3 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 77 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.27 KNS Tu= 3.5 KN-MET

Vc= 33.2 KNS, ACI 318:CLAUSE 11.6.3.1

LOAD 2 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

AT END SUPPORT - Vu= 11.59 KNS Tu= 3.5 KN-MET

Vc= 32.8 KNS, ACI 318:CLAUSE 11.6.3.1

LOAD 2 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

Page 129 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 130

___ 49J____________________ 950X 200X 250_____________________ 50J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 950 |

| |

| 3No12 H 57. 0.TO 950 |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |

| ooo | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 78 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 78 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 1.11 KNS Vc= 32.16 KNS Vs= 0.00 KNS

Tu= 3.04 KN-MET Tc= 0.9 KN-MET Ts= 4.1 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.74 SQ.CM.

AT END SUPPORT - Vu= 1.79 KNS Vc= 32.16 KNS Vs= 0.00 KNS

Tu= 3.04 KN-MET Tc= 0.9 KN-MET Ts= 4.1 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.74 SQ.CM.

Page 130 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 131

___ 50J____________________ 949X 200X 250_____________________ 46J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 2No12 H 57.| 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 79 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 5513. YES NO

2 193. 2 - 12MM 0. 6500. YES YES

B E A M N O. 79 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 3064. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 3064. MM

Page 131 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 132

___ 46J____________________ 6500X 200X 250_____________________ 47J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 6500| | | | | | | | | | | | | | | | | | | | |

| 33*12c/c 97 | | | | | | | | | | | | | | | | | | | | | | | |33*12c/c 97 |

| 2No12 H |57.| |0.TO 5513| | | | | | | | | | | | | | | | | | | | |

||=============================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 80 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 59. 2 - 16MM 0. 950. YES YES

2 193. 2 - 12MM 0. 896. YES NO

B E A M N O. 80 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 24.87 KNS Vc= 33.05 KNS Vs= 0.10 KNS

Tu= 2.97 KN-MET Tc= 0.9 KN-MET Ts= 4.0 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.70 SQ.CM.

AT END SUPPORT - Vu= 24.19 KNS Vc= 33.05 KNS Vs= 0.00 KNS

Tu= 2.97 KN-MET Tc= 0.9 KN-MET Ts= 4.0 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.70 SQ.CM.

Page 132 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 133

___ 45J____________________ 950X 200X 250_____________________ 47J____

| |

||====================================================================== |

| 2No12 H 193.| 0.TO 896| | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 |

| 2No16 H 59.| 0.TO 950| | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| | | | | | | | | |

| 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 81 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 81 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 2.60 KNS Vc= 33.76 KNS Vs= 0.00 KNS

Tu= 2.73 KN-MET Tc= 0.9 KN-MET Ts= 3.6 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.56 SQ.CM.

AT END SUPPORT - Vu= 1.93 KNS Vc= 33.76 KNS Vs= 0.00 KNS

Tu= 2.73 KN-MET Tc= 0.9 KN-MET Ts= 3.6 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.56 SQ.CM.

Page 133 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 134

___ 47J____________________ 950X 200X 250_____________________ 48J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 950 |

| 6*12c/c 68 6*12c/c 68 |

| |

| |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| | | | | | | | | |

| | | | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 82 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

3 193. 2 - 12MM 569. 950. NO YES

B E A M N O. 82 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 10.88 KNS Vc= 32.50 KNS Vs= 0.00 KNS

Tu= 2.69 KN-MET Tc= 0.9 KN-MET Ts= 3.6 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.55 SQ.CM.

AT END SUPPORT - Vu= 10.20 KNS Vc= 34.04 KNS Vs= 0.00 KNS

Tu= 2.69 KN-MET Tc= 0.9 KN-MET Ts= 3.6 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.55 SQ.CM.

Page 134 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 135

___ 45J____________________ 950X 200X 250_____________________ 51J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | 2No12 H 193. 569.TO 950 | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 2No12 H 57.| 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 83 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 3 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 83 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 10.73 KNS Vc= 33.73 KNS Vs= 0.00 KNS

Tu= 3.08 KN-MET Tc= 0.9 KN-MET Ts= 4.1 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.76 SQ.CM.

AT END SUPPORT - Vu= 10.05 KNS Vc= 33.73 KNS Vs= 0.00 KNS

Tu= 3.08 KN-MET Tc= 0.9 KN-MET Ts= 4.1 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.76 SQ.CM.

Page 135 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 136

___ 51J____________________ 950X 200X 250_____________________ 48J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 3No12 H 57.| 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |

| ooo | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 84 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 326. YES NO

2 193. 2 - 12MM 0. 1300. YES YES

B E A M N O. 84 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 4.81 KNS Vc= 32.14 KNS Vs= 0.00 KNS

Tu= 2.62 KN-MET Tc= 0.9 KN-MET Ts= 3.5 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 464. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.50 SQ.CM.

AT END SUPPORT - Vu= 5.90 KNS Vc= 32.13 KNS Vs= 0.00 KNS

Tu= 2.62 KN-MET Tc= 0.9 KN-MET Ts= 3.5 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 464. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.50 SQ.CM.

Page 136 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 137

___ 55J____________________ 1300X 200X 250_____________________ 54J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 1300 |

| 8*12c/c 68 | | 8*12c/c 68 |

| 2No12 H |57.| 0.TO 326 |

||================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | |

| oo | | oo | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 85 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3800. YES YES

2 193. 2 - 12MM 0. 2241. YES NO

3 193. 2 - 12MM 2667. 3800. NO YES

B E A M N O. 85 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.35 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.55 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

Page 137 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 138

___ 54J____________________ 3799X 200X 250_____________________ 53J____

| |

||=========================================== ======================||

| 2No12 H 193.| |0.TO 2241| | | | | | | | | | 2No12|H|193.2667.TO|3800 |

| 19*12c/c 97 | | | | | | | | | | | | | | | | | | | |19*12c/c 97| | |

| 2No12 H |57.| |0.TO 3800| | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 86 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2756. YES NO

2 193. 2 - 12MM 0. 3300. YES YES

B E A M N O. 86 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.14 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.14 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

Page 138 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 139

___ 53J____________________ 3300X 200X 250_____________________ 52J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 3300| | | | | | | | | | | | | |

| 17*12c/c 97 | | | | | | | | | | | | | | | | 17*12c/c 97 |

| 2No12 H 57.| 0.TO 2756| | | | | | | | | | | | | |

||============================================================== |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |

| oo | | oo | | oo | | oo | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 87 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 2500. YES YES

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 87 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

Page 139 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 140

___ 52J____________________ 2499X 200X 250_____________________ 51J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | | | | | | | | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | | | | 12*12c/c 97 | |

| 2No12 H 57.| 0.TO 2500| | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 88 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 88 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 289. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 289. MM

Page 140 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 141

___ 44J____________________ 950X 200X 250_____________________ 52J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 950| | | | | |

| 4*12c/c 97 | | | | 4*12c/c 97 | |

| 2No12 H |57. 0.TO 950| | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 89 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 89 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 289. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 289. MM

Page 141 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 142

___ 43J____________________ 950X 200X 250_____________________ 53J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 950| | | | | |

| 4*12c/c 97 | | | | 4*12c/c 97 | |

| 2No12 H |57. 0.TO 950| | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 90 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 3 - 12MM 43. 950. NO YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 90 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 26.82 KNS Vc= 36.99 KNS Vs= 0.00 KNS

Tu= 2.57 KN-MET Tc= 0.9 KN-MET Ts= 3.4 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.47 SQ.CM.

AT END SUPPORT - Vu= 26.14 KNS Vc= 33.99 KNS Vs= 0.87 KNS

Tu= 2.57 KN-MET Tc= 0.9 KN-MET Ts= 3.4 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.47 SQ.CM.

Page 142 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 143

___ 42J____________________ 950X 200X 250_____________________ 54J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 3No12 H 57. 43.TO 950 | | | | | | | |

| ========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| | | 3#12 | | 3#12 | | 3#12 | | 3#12 |

| | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 91 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 91 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 7.54 KNS Vc= 33.54 KNS Vs= 0.00 KNS

Tu= 2.15 KN-MET Tc= 0.9 KN-MET Ts= 2.9 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.23 SQ.CM.

AT END SUPPORT - Vu= 6.86 KNS Vc= 33.54 KNS Vs= 0.00 KNS

Tu= 2.15 KN-MET Tc= 0.9 KN-MET Ts= 2.9 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 289. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.23 SQ.CM.

Page 143 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 144

___ 41J____________________ 950X 200X 250_____________________ 55J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 2No12 H 57.| 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 92 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 92 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.29 KNS Vc= 33.77 KNS Vs= 0.00 KNS

Tu= 3.15 KN-MET Tc= 0.9 KN-MET Ts= 4.2 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.81 SQ.CM.

AT END SUPPORT - Vu= 0.39 KNS Vc= 33.77 KNS Vs= 0.00 KNS

Tu= 3.15 KN-MET Tc= 0.9 KN-MET Ts= 4.2 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.81 SQ.CM.

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STAAD SPACE -- PAGE NO. 145

___ 59J____________________ 949X 200X 250_____________________ 11J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950| | | | | | | | |

| 6*12c/c 68 | | | | | | | 6*12c/c 68 | |

| 2No12 H 57.| 0.TO 950| | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 93 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 3 - 12MM 0. 1300. YES YES

2 193. 2 - 12MM 0. 1300. YES YES

B E A M N O. 93 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 13.44 KNS Tu= 3.9 KN-MET

Vc= 33.8 KNS, ACI 318:CLAUSE 11.6.3.1

LOAD 2 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

AT END SUPPORT - Vu= 14.53 KNS Tu= 3.9 KN-MET

Vc= 33.8 KNS, ACI 318:CLAUSE 11.6.3.1

LOAD 2 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

Page 145 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 146

___ 59J____________________ 1300X 200X 250_____________________ 58J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 1300 |

| |

| 3No12 H 57. 0.TO 1300 |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |

| ooo | | ooo | | ooo | | ooo | | ooo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 94 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 261. YES NO

2 57. 2 - 12MM 752. 950. NO YES

3 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 94 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 16.76 KNS Vc= 32.13 KNS Vs= 0.00 KNS

Tu= 2.50 KN-MET Tc= 0.9 KN-MET Ts= 3.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.43 SQ.CM.

AT END SUPPORT - Vu= 17.44 KNS Vc= 32.13 KNS Vs= 0.00 KNS

Tu= 2.50 KN-MET Tc= 0.9 KN-MET Ts= 3.3 KN-MET LOAD 2

STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 68. MM C/C FOR 288. MM

ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.43 SQ.CM.

Page 146 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 147

___ 58J____________________ 949X 200X 250_____________________ 12J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 950 | | | |

| 6*12c/c 68 | | 6*12c/c 68 | |

| 2No12 H 57.| 0.TO 261 2No12 H 57. 752.TO 950 |

||=================== ===============||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | 2#12 |

| oo | | oo | | | | | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 95 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3800. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 3800. YES YES

2 193. 2 - 12MM 0. 3800. YES YES

B E A M N O. 95 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1713. MM

Page 147 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 148

___ 58J____________________ 3799X 200X 250_____________________ 57J____

| |

||=========================================================================||

| 2No12 H 193.| |0.TO 3800| | | | | | | | | | | | | | | | | | | | | | | | | |

| 19*12c/c 97 | | | | | | | | | | | | | | | | | | | | | | | |19*12c/c 97| | |

| 2No12 H |57.| |0.TO 3800| | | | | | | | | | | | | | | | | | | | | | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 96 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 950. YES YES

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 96 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 59.19 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 288. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.22 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 288. MM

Page 148 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 149

___ 57J____________________ 949X 200X 250_____________________ 13J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 950| | | | | |

| 4*12c/c 97 | | | | 4*12c/c 97 | |

| 2No12 H |57. 0.TO 950| | | | | |

||=========================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| oo | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 97 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 1389. YES NO

2 57. 2 - 12MM 2611. 3300. NO YES

3 193. 2 - 12MM 0. 3300. YES YES

B E A M N O. 97 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1464. MM

Page 149 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 150

___ 57J____________________ 3300X 200X 250_____________________ 56J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 3300| | | | | | | |

| 17*12c/c 97 | | | | | | 17*12c/c 97 | |

| 2No12 H 57.| 0.TO 1389| | 2No12 H 57.2611.TO 3300 |

||============================== ===============||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | 2#12 | | | | | | 2#12 |

| oo | | oo | | | | | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 98 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 950. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 0. 13. YES NO

2 193. 2 - 12MM 0. 950. YES YES

B E A M N O. 98 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 32.46 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 288. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 32.22 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 288. MM

Page 150 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 151

___ 56J____________________ 949X 200X 250_____________________ 14J____

| |

||=========================================================================||

| 2No12 H 193. 0.TO 950 |

| 4*12c/c 97 4*12c/c 97 |

| 2No12 H 57. 0.TO 13 |

|| |

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| 2#12 | | | | | | | | |

| oo | | | | | | | | |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

=====================================================================

BEAM NO. 99 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2500. MM FY - 414. FC - 28. MPA, SIZE - 200. X 250. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END

_____________________________________________________________________

1 57. 2 - 12MM 331. 2500. NO YES

2 193. 2 - 12MM 0. 2500. YES YES

B E A M N O. 99 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

AT END SUPPORT - Vu= 0.00 KNS Vc= 33.82 KNS Vs= 0.00 KNS

Tu= 0.00 KN-MET Tc= 0.9 KN-MET Ts= 0.0 KN-MET LOAD 1

NO STIRRUPS ARE REQUIRED FOR TORSION.

REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.

PROVIDE 12 MM 2-LEGGED STIRRUPS AT 97. MM C/C FOR 1063. MM

Page 151 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 152

___ 56J____________________ 2499X 200X 250_____________________ 49J____

| |

||=========================================================================||

| 2No12 H 193.| 0.TO 2500| | | | | | | | | | | | | | | | |

| 12*12c/c 97 | | | | | | | | | | | | | | | 12*12c/c 97 | |

| 2No12 H 57.|331.TO 2500| | | | | | | | | | | | | |

| =================================================================||

| |

|___________________________________________________________________________|

___________ ___________ ___________ ___________ ___________

| | | | | | | | | |

| oo | | oo | | oo | | oo | | oo |

| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | | | | | | | |

| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |

| | | oo | | oo | | oo | | oo |

| | | | | | | | | |

|___________| |___________| |___________| |___________| |___________|

********************END OF BEAM DESIGN**************************

105. END CONCRETE DESIGN

106. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JAN 4,2016 TIME= 16:40: 7 ****

Page 152 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl

Monday, January 04, 2016, 04:41 PM

STAAD SPACE -- PAGE NO. 153

************************************************************

* For questions on STAAD.Pro, please contact *

* Bentley Systems or Partner offices *

* *

* Telephone Web / Email *

* USA +1 (714) 974-2500 *

* UK +44 (0) 808 101 9246 *

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Page 153 of 153C:\SProV8i\STAAD\Plugins\Mende1.anl