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1 | Page A REPORT ON INDUSTRIAL TRAINING AT SUBMITTED BY SHUBHAM TRIPATHI DEPARTMENT OF CIVIL ENGINEERING IIT (BHU), VARANASI
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1 | P a g e
A REPORT ON
INDUSTRIAL TRAINING
AT
SUBMITTED BY
SHUBHAM TRIPATHI
DEPARTMENT OF CIVIL ENGINEERING
IIT (BHU), VARANASI
2 | P a g e
TABLE OF CONTENTS
Drawings in AutoCAD Attached
a. Assignment drawing
b. Structural GA drawing
c. Foundation load data drawing
PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6
a. BRIEF DESCRIPTION OF STRUCTURE
b. DESIGN DATA
c. LOADING CONSIDERATIONS AND CALCULATIONS
d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
e. RESULTS AND CONCLUSION
PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT,
MOROCCO Page 11
a. BRIEF DESCRIPTION OF STRUCTURE
b. DESIGN DATA
c. LOADING CONSIDERATIONS AND CALCULATIONS
d. DEFLECTION CHECK
e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
f. DESIGN FOUNDATION
g. RESULTS AND CONCLUSION
PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36
a. BRIEF DESCRIPTION OF STRUCTURE
b. DESIGN DATA
c. LOADING CONSIDERATIONS AND CALCULATIONS
d. DEFLECTION CHECK
e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
f. DESIGN OF FOUNDATION
g. RESULTS AND CONCLUSION
3 | P a g e
PROJECT: DESIGN OF DRUM FILTER BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT,
MOROCCO Page 55
a. BRIEF DESCRIPTION OF STRUCTURE
b. DESIGN DATA
c. LOADING CONSIDERATIONS AND CALCULATIONS
d. DEFLECTION CHECK
e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
f. DESIGN OF FOUNDATION
g. RESULTS AND CONCLUSION
SITE VISITS Page 73
1. Steel - Concrete Composite Building - Globe Cine Multiplex, Kolkata
2. Burnt up building under restoration - Lighthouse Cinema Hall, Kolkata
4 | P a g e
ACKNOWLEDGEMENT
Every project big or small is successful largely due to the efforts of a number of
wonderful people who always give their valuable time and energy for the sake of it. I sincerely
appreciate the inspiration, support and guidance of all those people who have been
instrumental in making this learning experience a success.
I, Shubham Tripathi, a student of Civil Engineering at IIT (BHU), VARANASI, am extremely
grateful to BASU CONSULTING ENGINEERS, for giving me the opportunity to attend this training
programme. At this juncture I feel deeply honoured in expressing my sincere thanks to Mr.
Nilanjan Basu, Founder & CEO, Basu Consulting Engineers, for dispensing me with this
extraordinary chance of learning.
I would also like to thank Mr. Manjurul Haque for making the resources available at the right
times and providing us some valuable insights leading to the successful completion of my
projects. I am immensely indebted to him for the invaluable help that he rendered at every step
of this training programme.
I further place a deep sense of gratitude to the following persons who have helped us in
completing the training programme:
Personnel Department
Mr. J. Bharati HEAD, STRUCTURAL ENGG.
Mr. S. C. Guha HEAD, CIVIL ENGG.
Mr. Manjurul Haque DESIGN ENGINEER
Mr. K. Bhattacharya PROJECT MANAGER (SITE)
Mr. J. K. Ghosh STRUCTURAL ENGG., HEAD CHECKER
Mr. S. Palmal DESIGN AND DRAWING
Mr. A. Gayen DESIGN AND DRAWING
Mr. S. Basu DESIGN AND DRAWING
Mr. T. Jana DESIGN AND DRAWING
Mr. D. Bose DESIGN AND DRAWING
Mr. T. N. Shaw DESIGN AND DRAWING
Mr. A. Das ACCOUNTS & FINANCE MANAGER
Mr. S. Pal ACCOUNTS & FINANCE MANAGER
Mr. B. Sinha IT & SOFTWARE
5 | P a g e
COMPANY PROFILE
NAME OF COMPANY: BASU CONSULTING ENGINEERS
REGISTERED OFFICE: Basu Consulting Engineers
7, Aswini Dutta Road
Kolkata - 700 029
Phone: 033-2419 8355 / 3256 3525
Fax: +91-33-2464 8907
ABOUT THE COMPANY
BASU Consulting Engineers is an Engineering firm, rendering consultancy services primarily in
Civil & Structural engineering.
Founded in 2007, BCE is headquartered in Kolkata (Calcutta), West Bengal, India. Since then the
company has undertaken and successfully completed a number of projects, diverse in nature
and size. The goodwill, the company has earned and fetched leads to repeated orders from its
clients
The company’s expertise lies in precise and optimized design and detailing of Concrete, Steel
and Steel-Concrete Composite structures. It is well known for delivering optimized and quality
controlled design within the stipulated time. The engineers combine the leading edge
technologies with effective management skills, in order to achieve the highest degree of
productivity and efficiency.
The goal of the company lies in the development of long-term relationships through client
satisfaction paving way for growth and prosperity. The Company has a spacious office premise,
immaculately furnished to provide a healthy working environment, conducive for design and
development work. All the necessary office infra-structural facilities are available in-house.
There is a highly automated, diligent, quality controlled and creatively charged environment
that allows us to continuously improve our design processes while providing exceptional
results.
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PERGOLA DESIGN FOR SIDDHA GALAXIA
GATE, KOLKATA
A. BRIEF DESCRIPTION
The pergola is an open steel framed structure with pedestals.
B. DESIGN DATA
Construction Material
Structural Steel: 250 N/mm2
yield stress
Reference Codes and Documents
IS – 800 Building Code Requirements for Structural Steel
Indian Load Combination Definitions
C. LOADING CONSIDERATIONS AND CALCULATIONS
1. Primary Load Cases
Load Case 1 SELF WEIGHT
Load Case 2 LOAD DUE TO LIGHTING FIXTURES
Load Case 3 LIVE LOAD
Load Case 4 WIND LOAD IN Z DIRECTION
Load Case 5 WIND LOAD IN X DIRECTION
2. Load Combinations
Factored and Unfactored Load combinations which are used in Design and Analysis is
developed as per IS - 800.
Load combinations are auto-generated using Indian Code for General Structures.
7 | P a g e
3. Calculations
a. Self Weight
b. Dead Load
Load due to Lighting fixtures: 1 kN.
c. Live Load
Considered on framework: 0.75 kN/m.
d. Wind Load
Site location: Kolkata, West Bengal
Basic Wind Speed at height 10m height, vb = 50 m/s.
Design Wind Speed, v = vb x k1 x k2 x k3
The factors considered are:
i. Terrain Cetegory = 2
ii. Structure Class = B
iii. Risk Coefficient, k1 = 1.0
iv. Topography, k3 = 1.0
v. Factor k2 at height of 10 m = 0.98
Therefore, design wind speed at 10 m height, v = 49 m/s.
Design wind pressure at 10 m height, pz = 0.6 v2
= 1.441 kN/m2.
Note:
� Wind load is taken as UDL in all directions.
� Therefore, wind load in X and Z directions on the columns = 1.441 x (1/2 perimeter of
the column section) kN/m.
� Wind load in Y direction on the beams = 1.441 x (width of the beams) kN/m.
� The columns are designed as fixed bases.
� The beams and the columns form portal frames.
8 | P a g e
D. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
Fig. 1: 3-D VIEW OF SIDHHA GALAXIA GATE PERGOLA
Fig. 2: LINE DIAGRAM OF SIDHHA GALAXIA GATE
9 | P a g e
ALL DIMENSIONS IN MM
Fig. 3: PLAN
Fig. 4: COLUMN SECTION
10 | P a g e
E. RESULTS AND CONCLUSION
The members are designed within the permissible limits and found OK. Also, deflections of all
the members are found to be within the allowable limits.
Hence, it may be concluded that the structural analysis and design of the structure is carried
out in compliance with the Specifications for Civil/Structural Design and is found to be adequate
from strength and serviceability point of view.
11 | P a g e
DESIGN OF BALL MILL BUILDING FOR THE
FLUORSPAR BENEFICIATION PLANT,
MOROCCO
A. BRIEF DESCRIPTION
The building is a steel framed structure with RCC Foundation and pedestals.
B. DEIGN DATA
Construction Material
Structural Steel: 250 N/mm2
yield stress
Concrete: M30 Grade of Concrete
Reference Codes and Documents
1. EC-3DD Building Code Requirements for Structural Steel
2. IBC - ASD Load Combination Definitions
C. LOADING CONSIDERATIONS AND CALCULATIONS
1. Primary Load Cases
Load Case 1 DEAD LOAD (self weight + load due to all the equipments +
floor load)
Load Case 2 LIVE LOAD
Load Case 3 WIND LOAD IN X-DIRECTION
Load Case 4 WIND LOAD IN Z-DIRECTION
12 | P a g e
2. Load Combinations
Factored and Unfactored Load combinations which are used in Design and Analysis are
developed as per IBC–ASD.
Load combinations are auto-generated using IBC – ASD.
3. Calculations
Dead Load:
At Roof Level
Type kN/m2 kN/m kN
Flooring 0.9
Handrail 0.15
Equipment 64
At 2nd
floor
Type kN/m2 kN/m kN
Flooring 0.9
Handrail 0.15
Equipment 99
At 1st
floor
Type kN/m2 kN/m kN
Flooring 0.9
Handrail 0.15
Equipment 52
Live Load:
At roof level
Type kN/m2 kN/m kN
Vertical LL 0.75
Horizontal LL (X-dirn) 12.8
Horizontal LL (Z-dirn) 12.8
13 | P a g e
At 2nd
floor
Type kN/m2 kN/m kN
Vertical LL 5
Horizontal LL (X-dirn) 19.8
Horizontal LL (Z-dirn) 19.8
At 1st
floor
Type kN/m2 kN/m kN
Vertical LL 5
Horizontal LL (X-dirn) 10.4
Horizontal LL (Z-dirn) 10.4
NOTE: Horizontal live loads occur due to the equipments when they are in motion. Since there
were no Horizontal loads from the equipment supplier, 20% of Vertical loads have been
considered during analysis of the structure.
Wind Load:
Site Location: MOROCCO
Basic Wind Speed (vb) at 10m height = 20 m/s
Design Wind Speed (v) = vb x k1 x k2 k3
The factors considered are:
Terrain Category = 1
Structure Class = A
Risk Coefficient, k1 = 1.0
Topography k3 = 1.0
Factor k2 at a height of 10m = 1.05
Therefore, design wind pressure at 10m height = 0.6v2
= 0.3125 kN/m2
14 | P a g e
NOTE:
a. Wind loads on columns are considered to be uniformly distributed.
b. Reactions due to wind loads acting on equipments are taken as nodal loads on
the supports on which the equipments rest.
D. DEFLECTION CHECK
Horizontal Deflection: Deflection check has been carried out at all tier levels using
STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Z
are as follows:
Top
Level
Bottom
Level
Maximum
Deflection in
X-dir. (mm)
Maximum
Deflection in
Z-dir. (mm)
Height (H) of
the Building
from FGL
(mm)
Allowable
Deflection =
H/500 (mm)
Remarks
369.5 360.25 5.660 3.750 9250 18.5 OK
- - - - - - -
- - - - - - -
- - - - - - -
Vertical Deflection: Allowable vertical deflection for Floor beams is L/400 for working
loads.
Vertical deflection check has been done using STAAD analysis for all the beams. Refer
Appendix-II for STAAD analysis. Vertical deflection is within the limit. Hence, safe.
15 | P a g e
E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
Whole Structure
16 | P a g e
3D Rendered View
17 | P a g e
Support Nodes
18 | P a g e
First Floor Beams at +363.25 level (Beam Nos.)
504
591
246769
887
589 883
88841
843
875
819286
506
890876587 886516
884244841768
40
721
284
43
594
877
357654 889
403
830
83135
722
364639
394
287
377
874
885
834
514245 593
767
588
507
39
738
38
37
842
846
580583275 839283 585
282
4824744766
579
249
584
46248575
578576280
279
47
45 277787845
288
833
788
765 742254
832 502500741740 253
42
744582 737 840743 497586 581 289739 252844764 838
Load 1XY
Z
19 | P a g e
First Floor Beams at +363.25 level (Node Nos.)
298
334
42
29944 470 472167
290
423 450 471
231
4543 469
421
462
369
168
274
444360292
256
29140
238
39
448
41 463333
464
286
246297
311
49
47
288
194192
46429
451
174
169
173171
50
52172
48
330
178
408
289410 176
193
422 412
332
287
445170
51409
411285413 175331
Load 1XY
Z
20 | P a g e
Second Floor Beams at +366.5 level (Beam Nos.)
358 1731741801826867
552771
73 555 204 230554 69551 190 550198
553770
217 221220219218197231
6912387672 687 556 232 549 170
865703705685397396 864205 297
871 862206234 194 187612
870 557 706 704686 171548634 668 295
235 193688 689636298727402 393659 872 863642 236
869 192690670867
866296669635211 172547368 558
237184191868
359 71 207 723 179 724 177 70178
21 | P a g e
Second Floor Beams at +366.5 level (Node Nos.)
145232 7170 133 129 72141
424
126130134142146155
162 79
457135158391393164
80159147461 127131347
161394 392165136 356 378 151
160 405 81132 128460157372241362 255 380
458 163
137 379 149357459
40375 74 154233 139 404 73138140
22 | P a g e
Roof Beams at +369.50 level (Node Nos.)
267 109106 9492 10793 108
426
103 114 110122 117 199
455111453123 454452
99 100
119254 116124 456105374242 198
10142598
1259697 235 121 120 113 95
23 | P a g e
Roof Beams at +369.50 level (Beam Nos.)
437435 128109 127126 129
774 568
293136 562570 143147114 154574 564
567775
158 294160161 159
144 561 850702 155 701 700573369
856 852854 853855849 848
572847 291560156 699150139
857401 662 859392 858 861860
115 151566772
125 571 569 559 290851157113 563
773 565153 152
112 141 133361 142 140 111
24 | P a g e
Elevation Grid 1 (Y-Z Plane)
25 | P a g e
Elevation Grid 2 (Y-Z Plane)
26 | P a g e
Elevation Grid 3 (Y-Z Plane)
Elevation Grid 4 (Y-Z Plane)
27 | P a g e
Elevation Grid 8 (Y-Z Plane)
Elevation Grid 1 (X-Y Plane)
28 | P a g e
Elevation Grid 3 (X-Y Plane)
Elevation Grid 4 (X-Y Plane)
29 | P a g e
Elevation Grid 6 (X-Y Plane
Elevation Grid 7 (X-Y Plane)
30 | P a g e
First Floor: Dead Load
First Floor: Live Load
-0.315 kN/m(GY)-0.315 kN/m(GY)
-0.315 kN/m-0.427 kN/m-0.427 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)
-0.427 kN/m-0.427 kN/m(GY)
-0.225 kN/m
-0.315 kN/m-0.315 kN/m(GY)-0.315 kN/m
-0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m -0.315 kN/m(GY)-0.315 kN/m(GY)
-0.519 kN/m-0.519 kN/m(GY)
-0.337 kN/m-0.337 kN/m(GY)-0.315 kN/m(GY)
-0.146 kN/m-0.146 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY)-0.293 kN/m-0.146 kN/m-0.146 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)-0.297 kN/m
-0.315 kN/m-0.315 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.225 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY)-0.293 kN/m
-0.427 kN/m(GY)-0.427 kN/m
-0.315 kN/m(GY)-0.315 kN/m-0.349 kN/m-0.349 kN/m(GY)-0.349 kN/m-0.349 kN/m(GY)
-0.146 kN/m-0.146 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY)
-0.520 kN/m(GY)-0.520 kN/m2*-0.427 kN/m2*-0.427 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)
-0.337 kN/m-0.337 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.293 kN/m(GY)-0.349 kN/m-0.349 kN/m(GY)-0.297 kN/m-0.297 kN/m(GY)
-0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)-0.297 kN/m
2*-0.337 kN/m2*-0.337 kN/m(GY)-0.337 kN/m(GY)-0.337 kN/m(GY)
-0.349 kN/m-0.349 kN/m(GY)-0.297 kN/m-0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY)-0.349 kN/m-0.349 kN/m(GY)-0.349 kN/m-0.349 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.297 kN/m-0.297 kN/m(GY)
-0.517 kN/m-0.517 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)
-0.301 kN/m-0.301 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)
-0.517 kN/m-0.517 kN/m(GY)-0.427 kN/m-0.337 kN/m(GY)
-0.337 kN/m(GY)-0.337 kN/m-0.301 kN/m-0.301 kN/m(GY)
-0.293 kN/m(GY)-0.519 kN/m-0.519 kN/m(GY)
-0.519 kN/m-0.519 kN/m(GY)-0.428 kN/m
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.297 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY)
-0.427 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY)
-0.520 kN/m(GY)
-0.520 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)
-0.065 kN/m(GY)
-0.260 kN/m-0.260 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)-0.211 kN/m-0.211 kN/m(GY)-0.421 kN/m-0.421 kN/m(GY)
-0.421 kN/m-0.421 kN/m(GY)-0.211 kN/m-0.211 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.380 kN/m-0.380 kN/m(GY)
-0.260 kN/m-0.260 kN/m(GY)
-0.150 kN/m-0.065 kN/m
-0.450 kN/m
-0.150 kN/m-0.117 kN/m(GY)
-0.428 kN/m(GY)
-0.966 kN/m-0.966 kN/m(GY)
-0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) -0.214 kN/m-0.214 kN/m(GY)-0.150 kN/m-0.358 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)
-0.117 kN/m
-0.450 kN/m(GY)-0.519 kN/m-0.519 kN/m(GY)
-0.380 kN/m-0.380 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY)-0.150 kN/m
-0.387 kN/m-0.387 kN/m(GY)-0.358 kN/m-0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY)
-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY)-0.214 kN/m-0.214 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)
-0.232 kN/m-0.232 kN/m(GY)
-0.966 kN/m-0.966 kN/m(GY)
-0.387 kN/m-0.387 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY)
-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)
-0.150 kN/m
-0.387 kN/m-0.387 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY)
-0.069 kN/m(GY)
-0.190 kN/m-0.190 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.383 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY)
-0.196 kN/m-0.196 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.190 kN/m-0.190 kN/m(GY)
-0.383 kN/m-0.191 kN/m-0.191 kN/m(GY)
-0.442 kN/m-0.442 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)
-0.150 kN/m-0.191 kN/m(GY)-0.191 kN/m(GY)-0.069 kN/m-0.191 kN/m-0.191 kN/m(GY)-0.191 kN/m-0.191 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.442 kN/m-0.442 kN/m(GY)
-0.383 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)
-0.150 kN/m-0.191 kN/m(GY)-0.191 kN/m-0.069 kN/m(GY)
-0.383 kN/m-0.191 kN/m-0.191 kN/m(GY)
-0.442 kN/m-0.442 kN/m(GY)
-0.294 kN/m-0.294 kN/m(GY)
-0.150 kN/m-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.294 kN/m-0.294 kN/m(GY)
-0.442 kN/m-0.442 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY)
-0.150 kN/m
-0.387 kN/m-0.387 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY)-0.190 kN/m-0.190 kN/m(GY)
-0.069 kN/m
-0.150 kN/m-0.117 kN/m-0.450 kN/m(GY)
-0.450 kN/m(GY)
-0.450 kN/m-0.190 kN/m-0.190 kN/m(GY) -0.150 kN/m-0.117 kN/m(GY)
-0.360 kN/m-0.360 kN/m(GY)-0.358 kN/m-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.150 kN/m
-0.387 kN/m-0.387 kN/m(GY)-0.358 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)
-0.150 kN/m
-0.779 kN/m-0.779 kN/m(GY)
-0.180 kN/m-0.180 kN/m(GY)-0.232 kN/m-0.232 kN/m(GY)-0.248 kN/m-0.248 kN/m(GY)
-0.421 kN/m-0.421 kN/m(GY)
-0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.248 kN/m-0.248 kN/m(GY)
-0.421 kN/m-0.421 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)
-0.779 kN/m-0.779 kN/m(GY)
-0.190 kN/m-0.190 kN/m(GY)-0.245 kN/m-0.450 kN/m-0.245 kN/m(GY)
-0.424 kN/m-0.424 kN/m(GY)-0.358 kN/m-0.450 kN/m(GY)
-0.300 kN/m-0.300 kN/m(GY)-0.190 kN/m-0.190 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)
2*-0.112 kN/m
-0.659 kN/m-0.358 kN/m(GY)
-0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m
-0.659 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-0.900 kN/m
-0.180 kN/m-0.180 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.150 kN/m
-0.900 kN/m(GY)
-0.360 kN/m-0.360 kN/m(GY) -0.112 kN/m(GY)
-1.215 kN/m
-0.450 kN/m(GY)
-0.450 kN/m-0.112 kN/m(GY)-0.450 kN/m
-0.900 kN/m
-0.450 kN/m(GY)
-0.450 kN/m(GY)
-0.450 kN/m
-1.215 kN/m(GY)
-0.112 kN/m
-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.112 kN/m-0.150 kN/m
-0.450 kN/m-0.450 kN/m(GY)
-0.150 kN/m2*-0.112 kN/m(GY)
-0.900 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-13.000 kN-13.000 kN
-13.000 kN-13.000 kN
-1.750 kN/m(GY)-1.750 kN/m(GY)
-1.750 kN/m-2.375 kN/m-2.375 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY)
-2.375 kN/m-2.375 kN/m(GY)
-1.250 kN/m
-1.750 kN/m-1.750 kN/m(GY)-1.750 kN/m-2.375 kN/m-2.375 kN/m(GY)-2.375 kN/m
-1.750 kN/m(GY)-1.750 kN/m(GY)
-2.885 kN/m-2.885 kN/m(GY)
-1.875 kN/m-1.875 kN/m(GY)-1.750 kN/m(GY)
-0.812 kN/m-0.812 kN/m(GY)-0.812 kN/m-0.812 kN/m(GY)-1.626 kN/m-0.813 kN/m-0.813 kN/m(GY)
-1.875 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)-1.650 kN/m
-1.750 kN/m-1.750 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.250 kN/m(GY)-0.812 kN/m-0.812 kN/m(GY)-1.625 kN/m
-2.375 kN/m(GY)-2.375 kN/m
-1.750 kN/m(GY)-1.750 kN/m-1.938 kN/m-1.938 kN/m(GY)-1.938 kN/m-1.938 kN/m(GY)
-0.813 kN/m-0.813 kN/m(GY)-0.813 kN/m-0.813 kN/m(GY)
-2.887 kN/m(GY)-2.887 kN/m
2*-2.375 kN/m2*-2.375 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.625 kN/m(GY)-1.938 kN/m-1.938 kN/m(GY)-1.650 kN/m-1.650 kN/m(GY)
-2.375 kN/m-2.375 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY)
-1.650 kN/m2*-1.875 kN/m2*-1.875 kN/m(GY)
-1.875 kN/m(GY)-1.875 kN/m(GY)-1.938 kN/m-1.938 kN/m(GY)-1.650 kN/m
-2.875 kN/m-2.875 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY)
-1.938 kN/m-1.938 kN/m(GY)-1.938 kN/m-1.938 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.650 kN/m-1.650 kN/m(GY)
-2.875 kN/m-2.875 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY)
-1.675 kN/m-1.675 kN/m(GY)-1.675 kN/m-1.675 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)
-2.875 kN/m-2.875 kN/m(GY)-2.375 kN/m-1.875 kN/m(GY)
-1.875 kN/m(GY)-1.875 kN/m-1.675 kN/m-1.675 kN/m(GY)
-1.626 kN/m(GY)-2.883 kN/m-2.883 kN/m(GY)
-2.883 kN/m-2.883 kN/m(GY)-2.376 kN/m
-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-1.650 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.675 kN/m-1.675 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY)-1.675 kN/m-1.675 kN/m(GY)-1.675 kN/m-1.675 kN/m(GY)
-2.375 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY)
-2.887 kN/m(GY)
-2.887 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)
-0.361 kN/m(GY)
-1.443 kN/m-1.443 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)-1.170 kN/m-1.170 kN/m(GY)
-2.341 kN/m-2.341 kN/m(GY)-2.341 kN/m-2.341 kN/m(GY)
-1.170 kN/m-1.170 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)
-2.113 kN/m-2.113 kN/m(GY)-1.443 kN/m-1.443 kN/m(GY)
-0.361 kN/m
-2.499 kN/m
-0.651 kN/m(GY)
-2.376 kN/m(GY)
-5.365 kN/m-5.365 kN/m(GY)
-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.187 kN/m-1.187 kN/m(GY)-1.986 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)
-0.651 kN/m
-2.499 kN/m(GY)-2.885 kN/m-2.885 kN/m(GY)
-2.113 kN/m-2.113 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY)
-2.150 kN/m-2.150 kN/m(GY)-1.986 kN/m-1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY)
-1.667 kN/m-1.667 kN/m(GY)
-1.187 kN/m-1.187 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)
-1.292 kN/m-1.292 kN/m(GY)
-5.365 kN/m-5.365 kN/m(GY)
-2.150 kN/m-2.150 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)
-1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)
-2.150 kN/m-2.150 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)
-0.382 kN/m(GY)
-1.057 kN/m-1.057 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-2.125 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)
-1.087 kN/m-1.087 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m-1.057 kN/m-1.057 kN/m(GY)
-2.125 kN/m
-1.063 kN/m-1.063 kN/m(GY)
-2.454 kN/m-2.454 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)
-1.087 kN/m-1.087 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY)-1.063 kN/m(GY)-1.063 kN/m(GY)-0.382 kN/m-1.063 kN/m-1.063 kN/m(GY)-1.063 kN/m-1.063 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY)
-1.636 kN/m-1.636 kN/m(GY)-2.454 kN/m-2.454 kN/m(GY)-2.125 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)
-1.087 kN/m-1.087 kN/m(GY)-1.063 kN/m(GY)-1.063 kN/m
-0.382 kN/m(GY)
-2.125 kN/m
-1.063 kN/m-1.063 kN/m(GY)
-2.454 kN/m-2.454 kN/m(GY)
-1.636 kN/m-1.636 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)
-2.454 kN/m-2.454 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)
-2.150 kN/m-2.150 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)
-1.057 kN/m-1.057 kN/m(GY)-0.382 kN/m
-0.651 kN/m
-2.500 kN/m(GY)
-2.500 kN/m(GY)
-2.500 kN/m-1.057 kN/m-1.057 kN/m(GY)
-0.651 kN/m(GY)
-2.000 kN/m-2.000 kN/m(GY)-1.986 kN/m-1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)-1.986 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)
-4.330 kN/m-4.330 kN/m(GY)
-1.000 kN/m-1.000 kN/m(GY)-1.292 kN/m-1.292 kN/m(GY)-1.378 kN/m-1.378 kN/m(GY)
-2.341 kN/m-2.341 kN/m(GY)
-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)-1.378 kN/m-1.378 kN/m(GY)
-2.341 kN/m-2.341 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)
-4.330 kN/m-4.330 kN/m(GY)
-1.057 kN/m-1.057 kN/m(GY)-1.360 kN/m
-2.500 kN/m
-1.360 kN/m(GY)-2.356 kN/m-2.356 kN/m(GY)
-1.991 kN/m-2.500 kN/m(GY)
-1.667 kN/m-1.667 kN/m(GY)-1.057 kN/m-1.057 kN/m(GY)
-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)
2*-0.625 kN/m
-3.660 kN/m
-1.991 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)
-1.667 kN/m-1.667 kN/m(GY)
-3.660 kN/m(GY)
-6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY)
-5.000 kN/m
-1.000 kN/m-1.000 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m
-5.000 kN/m(GY)
-2.000 kN/m-2.000 kN/m(GY) -0.625 kN/m(GY)
-6.750 kN/m
-2.500 kN/m(GY)
-2.500 kN/m-0.625 kN/m(GY)
-2.500 kN/m-5.000 kN/m
-2.500 kN/m(GY)
-2.500 kN/m(GY)
-2.500 kN/m
-6.750 kN/m(GY)
-0.625 kN/m
-2.500 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-0.625 kN/m
-2.500 kN/m-2.500 kN/m(GY)
2*-0.625 kN/m(GY)
-5.000 kN/m(GY)
-6.750 kN/m-6.750 kN/m(GY)
-6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY)
-2.600 kN
-2.600 kN
-2.600 kN
-2.600 kN
-2.600 kN
-2.600 kN
-2.600 kN
-2.600 kN
31 | P a g e
Second Floor: Dead Load
Second Floor: Live Load
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)
-0.402 kN/m-0.402 kN/m(GY)
-0.150 kN/m-0.150 kN/m-0.150 kN/m(GY) -0.240 kN/m-0.240 kN/m(GY)
-0.240 kN/m-0.240 kN/m(GY)
-0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)2*-0.300 kN/m2*-0.300 kN/m(GY)
-0.402 kN/m-0.402 kN/m(GY)
-0.172 kN/m-0.172 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)-0.303 kN/m-0.303 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY)
-0.604 kN/m-0.604 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)
-0.124 kN/m
-0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY)
-0.360 kN/m-0.360 kN/m(GY)
-0.172 kN/m-0.172 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY) -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY)
-0.537 kN/m(GY)
-0.270 kN/m(GY)
-0.517 kN/m-0.517 kN/m(GY)
-0.150 kN/m-0.150 kN/m(GY)
-0.426 kN/m
-0.124 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY)
-0.900 kN/m(GY)
-0.303 kN/m-0.303 kN/m(GY)-0.417 kN/m-0.417 kN/m(GY)
-0.537 kN/m(GY)-0.602 kN/m-0.602 kN/m(GY)
-0.517 kN/m(GY)-0.517 kN/m-0.270 kN/m(GY)
-0.517 kN/m
2*-0.209 kN/m2*-0.209 kN/m(GY) 2*-0.270 kN/m-0.300 kN/m-0.300 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)-0.150 kN/m
-0.900 kN/m
-0.292 kN/m-0.292 kN/m(GY)-0.517 kN/m(GY)
-0.294 kN/m(GY)
-0.225 kN/m(GY)
-0.602 kN/m-0.602 kN/m(GY)-0.426 kN/m
-0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)
-0.900 kN/m
-0.270 kN/m(GY)
-0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.270 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY)
2*-0.300 kN/m2*-0.300 kN/m(GY)-0.293 kN/m-0.383 kN/m(GY)-0.383 kN/m-0.383 kN/m-0.360 kN/m(GY)-0.360 kN/m(GY)-0.315 kN/m(GY)-0.315 kN/m(GY)-0.315 kN/m
-0.132 kN/m(GY)
-0.292 kN/m-0.292 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY)
-0.517 kN/m(GY)
-0.180 kN/m(GY)
-0.517 kN/m(GY)
-0.604 kN/m-0.604 kN/m(GY)
-0.294 kN/m
-0.225 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)-0.315 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY)-0.293 kN/m(GY)-0.417 kN/m-0.417 kN/m(GY)
-0.249 kN/m
-0.383 kN/m(GY)-0.383 kN/m-0.383 kN/m(GY)-0.360 kN/m(GY)-0.360 kN/m-0.315 kN/m-0.315 kN/m(GY)-0.315 kN/m
-0.180 kN/m-0.180 kN/m(GY)-0.249 kN/m(GY)
2*-0.209 kN/m2*-0.209 kN/m(GY)
-0.517 kN/m(GY)
-0.180 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY)
-0.180 kN/m(GY)-0.180 kN/m-0.382 kN/m
-0.270 kN/m(GY)-0.132 kN/m -0.250 kN/m-0.250 kN/m(GY)
-0.150 kN/m
-0.900 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-0.900 kN/m
-0.292 kN/m-0.292 kN/m(GY)
-0.517 kN/m(GY)
-0.180 kN/m(GY)-0.180 kN/m(GY)
-0.360 kN/m(GY)-0.383 kN/m-0.383 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)-0.207 kN/m-0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY)
-0.270 kN/m(GY)-0.360 kN/m
-0.044 kN/m
-0.360 kN/m(GY)-0.360 kN/m(GY)-0.360 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)2*-0.300 kN/m2*-0.300 kN/m(GY) -0.247 kN/m-0.247 kN/m(GY)-0.247 kN/m
-0.383 kN/m-0.383 kN/m(GY)-0.383 kN/m-0.180 kN/m(GY)
-0.180 kN/m(GY)
-0.382 kN/m(GY)-0.517 kN/m(GY)
-0.315 kN/m-0.360 kN/m(GY)-0.337 kN/m(GY)
-0.495 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY)
-0.517 kN/m
-0.180 kN/m(GY)
-0.180 kN/m
-0.180 kN/m
-0.360 kN/m(GY)
-0.044 kN/m(GY)-0.219 kN/m-0.247 kN/m(GY)
-0.383 kN/m(GY)-0.383 kN/m(GY)-0.383 kN/m
-0.247 kN/m-0.247 kN/m(GY)-0.207 kN/m
-0.360 kN/m-0.360 kN/m(GY)-0.360 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m
-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY)
-0.247 kN/m(GY)-0.247 kN/m(GY)-0.247 kN/m-0.180 kN/m-0.180 kN/m(GY)
-0.517 kN/m(GY)
-0.315 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)
2*-0.209 kN/m2*-0.209 kN/m(GY)-0.150 kN/m
-0.247 kN/m(GY)-0.247 kN/m-0.337 kN/m-0.337 kN/m(GY)
-0.225 kN/m
-0.219 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-0.900 kN/m(GY)
-0.292 kN/m-0.292 kN/m(GY)-0.247 kN/m-0.247 kN/m(GY)
-0.495 kN/m
-0.150 kN/m-0.247 kN/m(GY)
-0.247 kN/m(GY)2*-0.337 kN/m2*-0.337 kN/m(GY)
2*-0.337 kN/m2*-0.337 kN/m(GY)-0.225 kN/m(GY)
-0.219 kN/m2*-0.300 kN/m2*-0.300 kN/m(GY)
-0.517 kN/m(GY)-0.517 kN/m(GY)
-0.517 kN/m
-0.337 kN/m-0.337 kN/m(GY)
-0.150 kN/m
-0.517 kN/m-0.517 kN/m(GY)
-0.225 kN/m-0.219 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY)
-0.219 kN/m2*-0.112 kN/m-0.112 kN/m(GY)
-1.215 kN/m
-0.112 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m
2*-0.209 kN/m2*-0.209 kN/m(GY) -0.150 kN/m
-0.337 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)
-0.203 kN/m
-0.225 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY)
-0.219 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.292 kN/m-0.292 kN/m(GY)-0.150 kN/m-0.203 kN/m(GY)
-1.215 kN/m(GY)
-0.112 kN/m
-0.450 kN/m(GY)
-0.112 kN/m
-0.450 kN/m(GY)-0.450 kN/m
-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY)
-0.150 kN/m2*-0.112 kN/m(GY)
-0.450 kN/m(GY)-0.450 kN/m
-0.150 kN/m-0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m(GY)
-0.450 kN/m(GY)
-20.000 kN
-20.000 kN
-7.500 kN
-7.500 kN-7.500 kN
-4.000 kN-7.500 kN
-4.000 kN-7.500 kN
-4.000 kN-7.500 kN
-4.000 kN
-1.667 kN/m-1.667 kN/m(GY)
-1.392 kN/m-1.392 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY)
-1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)-1.392 kN/m-1.392 kN/m(GY)
-2.233 kN/m-2.233 kN/m(GY)
-0.833 kN/m-0.833 kN/m(GY)-1.336 kN/m-1.336 kN/m(GY)
-1.336 kN/m-1.336 kN/m(GY)
-1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)2*-1.667 kN/m2*-1.667 kN/m(GY)
-2.233 kN/m-2.233 kN/m(GY)
-0.958 kN/m-0.958 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY)
-1.392 kN/m-1.392 kN/m(GY)-1.681 kN/m-1.681 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY)
-3.354 kN/m-3.354 kN/m(GY)
-1.392 kN/m-1.392 kN/m(GY)
-0.689 kN/m
-1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)
-2.000 kN/m-2.000 kN/m(GY)
-0.958 kN/m-0.958 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY) -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)
-1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY)
-2.985 kN/m(GY)
-1.500 kN/m(GY)
-2.875 kN/m-2.875 kN/m(GY)
-0.833 kN/m-0.833 kN/m(GY)
-2.369 kN/m
-0.689 kN/m(GY)-1.625 kN/m-1.625 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY)
-5.000 kN/m(GY)
-1.681 kN/m-1.681 kN/m(GY)
-2.319 kN/m-2.319 kN/m(GY)
-2.985 kN/m(GY)-3.346 kN/m-3.346 kN/m(GY)
-2.875 kN/m(GY)-2.875 kN/m
-1.500 kN/m(GY)
-2.875 kN/m
2*-1.164 kN/m2*-1.164 kN/m(GY) 2*-1.500 kN/m-1.667 kN/m-1.667 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY)
-1.392 kN/m-1.392 kN/m(GY)
-5.000 kN/m
-1.625 kN/m-1.625 kN/m(GY)
-2.875 kN/m(GY)
-1.636 kN/m(GY)
-1.252 kN/m(GY)
-3.347 kN/m-3.347 kN/m(GY)
-2.369 kN/m
-1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)
-6.750 kN/m-6.750 kN/m(GY)
-5.000 kN/m
-1.500 kN/m(GY)
-2.875 kN/m-2.875 kN/m(GY)-2.875 kN/m
-1.500 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY)2*-1.667 kN/m2*-1.667 kN/m(GY)
-1.628 kN/m-2.125 kN/m(GY)-2.125 kN/m-2.125 kN/m-2.000 kN/m(GY)-2.000 kN/m(GY)-1.750 kN/m(GY)-1.750 kN/m(GY)-1.750 kN/m
-0.731 kN/m(GY)
-1.625 kN/m-1.625 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY)
-2.875 kN/m(GY)
-1.000 kN/m(GY)
-2.875 kN/m(GY)
-3.353 kN/m-3.353 kN/m(GY)
-1.636 kN/m
-1.252 kN/m(GY)-1.392 kN/m-1.392 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY)-1.750 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY)-1.628 kN/m(GY)
-2.319 kN/m-2.319 kN/m(GY)
-1.383 kN/m
-2.125 kN/m(GY)-2.125 kN/m-2.125 kN/m(GY)-2.000 kN/m(GY)-2.000 kN/m
-1.750 kN/m-1.750 kN/m(GY)-1.750 kN/m
-1.000 kN/m-1.000 kN/m(GY)-1.383 kN/m(GY)
2*-1.164 kN/m2*-1.164 kN/m(GY)
-2.875 kN/m(GY)
-1.000 kN/m(GY)
-2.000 kN/m-2.000 kN/m(GY)
-1.000 kN/m(GY)-1.000 kN/m
-2.125 kN/m
-1.500 kN/m(GY)-0.731 kN/m -1.392 kN/m-1.392 kN/m(GY)
-5.000 kN/m(GY)
-6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY)
-5.000 kN/m
-1.625 kN/m-1.625 kN/m(GY)
-2.875 kN/m(GY)
-1.000 kN/m(GY)-1.000 kN/m(GY)
-2.000 kN/m(GY)-2.125 kN/m-2.125 kN/m(GY)
-1.392 kN/m-1.392 kN/m(GY)-1.148 kN/m-1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)
-1.500 kN/m(GY)-2.000 kN/m
-0.244 kN/m
-2.000 kN/m(GY)-2.000 kN/m(GY)-2.000 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)2*-1.667 kN/m2*-1.667 kN/m(GY)
-1.375 kN/m-1.375 kN/m(GY)-1.375 kN/m
-2.125 kN/m-2.125 kN/m(GY)-2.125 kN/m
-1.000 kN/m(GY)-1.000 kN/m(GY)
-2.125 kN/m(GY)
-2.875 kN/m(GY)
-1.750 kN/m-2.000 kN/m(GY)-1.875 kN/m(GY)
-2.750 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY)
-2.875 kN/m
-1.000 kN/m(GY)
-1.000 kN/m
-1.000 kN/m
-2.000 kN/m(GY)
-0.244 kN/m(GY)-1.219 kN/m
-1.375 kN/m(GY)
-2.125 kN/m(GY)-2.125 kN/m(GY)-2.125 kN/m
-1.375 kN/m-1.375 kN/m(GY)-1.148 kN/m-2.000 kN/m-2.000 kN/m(GY)-2.000 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m
-1.667 kN/m-1.667 kN/m(GY)-1.375 kN/m(GY)-1.375 kN/m(GY)-1.375 kN/m
-1.000 kN/m-1.000 kN/m(GY)
-2.875 kN/m(GY)
-1.750 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)
2*-1.164 kN/m2*-1.164 kN/m(GY) -1.375 kN/m(GY)-1.375 kN/m-1.875 kN/m-1.875 kN/m(GY)
-1.250 kN/m
-1.219 kN/m(GY)-1.625 kN/m-1.625 kN/m(GY)
-6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY)
-5.000 kN/m(GY)
-1.625 kN/m-1.625 kN/m(GY)-1.375 kN/m-1.375 kN/m(GY)
-2.750 kN/m
-1.375 kN/m(GY)-1.375 kN/m(GY)
2*-1.875 kN/m2*-1.875 kN/m(GY)2*-1.875 kN/m2*-1.875 kN/m(GY)
-1.250 kN/m(GY)-1.219 kN/m
2*-1.667 kN/m2*-1.667 kN/m(GY)
-2.875 kN/m(GY)-2.875 kN/m(GY)-2.875 kN/m
-1.875 kN/m-1.875 kN/m(GY)
-2.875 kN/m-2.875 kN/m(GY)
-1.250 kN/m-1.219 kN/m(GY)-1.625 kN/m-1.625 kN/m(GY)
-1.219 kN/m2*-0.625 kN/m-0.625 kN/m(GY)
-6.750 kN/m
-0.625 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m
2*-1.164 kN/m2*-1.164 kN/m(GY)
-1.875 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)
-1.125 kN/m
-1.250 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY)
-1.219 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-1.625 kN/m-1.625 kN/m(GY)-1.125 kN/m(GY)
-6.750 kN/m(GY)
-0.625 kN/m
-2.500 kN/m(GY)
-0.625 kN/m
-2.500 kN/m(GY)-2.500 kN/m
-1.667 kN/m-1.667 kN/m(GY)
2*-0.625 kN/m(GY)
-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m(GY)
-2.500 kN/m(GY)
-1.500 kN
-1.500 kN
-1.500 kN
-1.500 kN
-1.500 kN
-1.500 kN
-0.400 kN-0.400 kN
-1.500 kN
-1.500 kN
-0.400 kN-0.400 kN
-1.500 kN
-1.500 kN
-0.400 kN-0.400 kN
-1.500 kN
-1.500 kN
-0.400 kN-0.400 kN
32 | P a g e
Roof: Dead Load
Roof: Live Load
-1.215 kN/m-1.215 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)
-0.150 kN/m
-0.336 kN/m-0.336 kN/m(GY)
-0.900 kN/m
-0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)
-0.338 kN/m-0.338 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY)2*-0.300 kN/m2*-0.300 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)
-0.150 kN/m-0.150 kN/m-0.150 kN/m(GY)
-0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)
-0.150 kN/m
-0.900 kN/m(GY)
-1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY)
-0.900 kN/m
-0.336 kN/m-0.336 kN/m(GY)-0.338 kN/m-0.338 kN/m(GY)
-0.154 kN/m-0.154 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.334 kN/m-0.334 kN/m(GY)-0.154 kN/m-0.154 kN/m(GY)
-0.150 kN/m
-0.450 kN/m(GY)-0.450 kN/m
-1.215 kN/m
-0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)
-0.150 kN/m-0.450 kN/m-0.450 kN/m(GY)
2*-0.300 kN/m2*-0.300 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)-0.150 kN/m-0.150 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.150 kN/m
-0.300 kN/m-0.300 kN/m(GY)
-0.900 kN/m(GY)
-0.336 kN/m-0.336 kN/m(GY)
2*-0.334 kN/m2*-0.334 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)-0.450 kN/m(GY)
-0.450 kN/m(GY)
-0.112 kN/m
-1.215 kN/m(GY)
-0.112 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)2*-0.112 kN/m(GY)
-0.336 kN/m-0.336 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.335 kN/m-0.335 kN/m(GY)
-0.450 kN/m(GY)
-0.450 kN/m(GY) 2*-0.270 kN/m2*-0.300 kN/m2*-0.300 kN/m(GY)-0.461 kN/m-0.461 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
2*-0.300 kN/m2*-0.300 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY)-0.335 kN/m-0.335 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)2*-0.270 kN/m
-0.461 kN/m(GY)
-0.461 kN/m(GY)
-0.270 kN/m
-0.450 kN/m-0.450 kN/m(GY)
-0.270 kN/m-0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)
-0.450 kN/m(GY)-0.450 kN/m -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.300 kN/m-0.300 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY)-0.338 kN/m-0.338 kN/m(GY)
-0.335 kN/m-0.335 kN/m(GY)-0.461 kN/m(GY)
-0.270 kN/m(GY)
-0.461 kN/m
-0.270 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY)-0.253 kN/m(GY)
-0.461 kN/m(GY)
-0.461 kN/m
-0.450 kN/m(GY)-0.461 kN/m
2*-0.300 kN/m2*-0.300 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.335 kN/m-0.335 kN/m(GY)-0.251 kN/m
-0.461 kN/m(GY)
-0.461 kN/m-0.461 kN/m(GY)-0.450 kN/m
-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.300 kN/m-0.300 kN/m(GY)
-0.253 kN/m(GY)
-0.338 kN/m-0.338 kN/m(GY)-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)
-0.335 kN/m-0.335 kN/m(GY)-0.251 kN/m(GY)-0.334 kN/m-0.334 kN/m(GY)-0.450 kN/m(GY)
-0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)-0.150 kN/m-0.461 kN/m-0.461 kN/m(GY)
2*-0.300 kN/m2*-0.300 kN/m(GY)2*-0.335 kN/m2*-0.335 kN/m(GY)
-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)
-0.335 kN/m-0.335 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY)
-16.000 kN
-16.000 kN
-16.000 kN
-16.000 kN
-1.012 kN/m-1.012 kN/m(GY)
-1.013 kN/m-1.013 kN/m(GY)-1.013 kN/m-1.013 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY)
-0.750 kN/m
-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)
-0.281 kN/m-0.281 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY)2*-0.250 kN/m2*-0.250 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY) -0.125 kN/m-0.125 kN/m(GY)
-0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)
-0.750 kN/m(GY)
-1.013 kN/m-1.013 kN/m(GY)-1.013 kN/m-1.013 kN/m(GY)-0.750 kN/m
-0.280 kN/m-0.280 kN/m(GY)-0.281 kN/m-0.281 kN/m(GY)-0.128 kN/m-0.128 kN/m(GY)
-0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)
-0.280 kN/m-0.280 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)
-0.279 kN/m-0.279 kN/m(GY)-0.128 kN/m-0.128 kN/m(GY)
-0.375 kN/m(GY)-0.375 kN/m
-1.012 kN/m
-0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)2*-0.250 kN/m2*-0.250 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.125 kN/m-0.125 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)
-0.750 kN/m(GY)
-0.280 kN/m-0.280 kN/m(GY)
2*-0.279 kN/m2*-0.279 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY)-0.375 kN/m(GY)
-0.375 kN/m(GY)
-0.094 kN/m
-1.012 kN/m(GY)
-0.094 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)
2*-0.375 kN/m2*-0.375 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)
-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)2*-0.094 kN/m(GY)
-0.280 kN/m-0.280 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY)-0.279 kN/m-0.279 kN/m(GY)
-0.375 kN/m(GY)
-0.375 kN/m(GY) 2*-0.225 kN/m2*-0.250 kN/m2*-0.250 kN/m(GY)-0.384 kN/m-0.384 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)
2*-0.250 kN/m2*-0.250 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY)-0.279 kN/m-0.279 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)2*-0.225 kN/m
-0.384 kN/m(GY)
-0.384 kN/m(GY)
-0.225 kN/m
-0.375 kN/m-0.375 kN/m(GY)
-0.225 kN/m
-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.375 kN/m(GY)-0.375 kN/m -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)
-0.250 kN/m-0.250 kN/m(GY)
2*-0.375 kN/m2*-0.375 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)
-0.280 kN/m-0.280 kN/m(GY)-0.281 kN/m-0.281 kN/m(GY)
-0.279 kN/m-0.279 kN/m(GY)-0.384 kN/m(GY)
-0.225 kN/m(GY)
-0.384 kN/m
-0.225 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY) -0.187 kN/m-0.187 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY)-0.211 kN/m(GY)-0.384 kN/m(GY)
-0.384 kN/m
-0.375 kN/m(GY)-0.384 kN/m
2*-0.250 kN/m2*-0.250 kN/m(GY)
-0.375 kN/m-0.375 kN/m(GY)-0.279 kN/m-0.279 kN/m(GY)-0.209 kN/m
-0.384 kN/m(GY)
-0.384 kN/m-0.384 kN/m(GY)-0.375 kN/m
-0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)
-0.211 kN/m(GY)-0.281 kN/m-0.281 kN/m(GY)-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)
-0.279 kN/m-0.279 kN/m(GY)-0.209 kN/m(GY)-0.279 kN/m-0.279 kN/m(GY)-0.375 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)
-0.384 kN/m-0.384 kN/m(GY)2*-0.250 kN/m2*-0.250 kN/m(GY)
2*-0.279 kN/m2*-0.279 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)
-0.279 kN/m-0.279 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)
-1.600 kN
-1.600 kN
-1.600 kN
-1.600 kN
-1.600 kN
-1.600 kN
-1.600 kN
-1.600 kN
33 | P a g e
Load due to wind in X direction
Load due to wind in Z direction
0.210 kN/m0.052 kN/m
0.052 kN/m
0.052 kN/m
0.210 kN/m0.275 kN/m0.172 kN/m
0.210 kN/m0.210 kN/m
0.090 kN/m
0.052 kN/m
0.090 kN/m
0.210 kN/m0.090 kN/m
0.090 kN/m0.210 kN/m0.210 kN/m
0.090 kN/m
0.090 kN/m0.090 kN/m
0.090 kN/m
0.275 kN/m0.172 kN/m
0.103 kN/m
0.090 kN/m
0.210 kN/m
0.090 kN/m
0.275 kN/m0.172 kN/m
0.090 kN/m
0.103 kN/m0.210 kN/m
0.103 kN/m0.090 kN/m
0.210 kN/m
0.090 kN/m
0.103 kN/m
0.090 kN/m
0.210 kN/m
0.172 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m
0.103 kN/m0.103 kN/m
0.090 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.090 kN/m
0.090 kN/m
0.210 kN/m
0.090 kN/m
0.090 kN/m
0.172 kN/m
0.090 kN/m
0.210 kN/m
0.052 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.090 kN/m0.103 kN/m0.210 kN/m 0.210 kN/m0.090 kN/m0.172 kN/m
0.103 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.090 kN/m
0.090 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.045 kN/m
0.103 kN/m
0.210 kN/m
0.172 kN/m
0.275 kN/m0.172 kN/m
0.052 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.103 kN/m
0.103 kN/m
0.103 kN/m
0.052 kN/m
0.172 kN/m
0.103 kN/m
0.210 kN/m
0.052 kN/m
0.210 kN/m
0.210 kN/m
0.090 kN/m0.045 kN/m
0.052 kN/m
0.275 kN/m0.172 kN/m
0.090 kN/m
0.103 kN/m0.045 kN/m
0.103 kN/m
0.275 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m
0.172 kN/m
0.275 kN/m0.172 kN/m
0.103 kN/m 0.103 kN/m0.172 kN/m
0.103 kN/m
0.103 kN/m0.210 kN/m
0.052 kN/m
0.103 kN/m0.052 kN/m
0.103 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.103 kN/m
0.052 kN/m
0.045 kN/m
0.103 kN/m
0.103 kN/m0.172 kN/m
0.275 kN/m0.172 kN/m
0.172 kN/m
0.045 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m 0.103 kN/m0.172 kN/m
0.103 kN/m
0.052 kN/m
0.052 kN/m
0.103 kN/m
0.052 kN/m
0.103 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m
0.052 kN/m
0.045 kN/m
0.045 kN/m
0.052 kN/m0.103 kN/m
0.103 kN/m
0.275 kN/m0.172 kN/m
0.052 kN/m
0.103 kN/m0.045 kN/m
0.210 kN/m
0.090 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m0.103 kN/m
0.052 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.210 kN/m
0.172 kN/m
0.090 kN/m
0.103 kN/m0.103 kN/m
0.210 kN/m0.103 kN/m
0.103 kN/m
0.052 kN/m
0.090 kN/m0.210 kN/m0.103 kN/m
0.172 kN/m0.103 kN/m0.103 kN/m
0.210 kN/m
0.090 kN/m
0.045 kN/m
0.210 kN/m0.103 kN/m
0.045 kN/m
0.090 kN/m
0.103 kN/m
0.103 kN/m
0.210 kN/m
0.172 kN/m
0.210 kN/m0.103 kN/m0.090 kN/m
0.045 kN/m
0.103 kN/m
0.045 kN/m
0.210 kN/m
0.275 kN/m0.172 kN/m
0.172 kN/m
0.210 kN/m0.103 kN/m
0.172 kN/m
0.210 kN/m
0.090 kN/m
0.103 kN/m
0.210 kN/m0.103 kN/m
0.103 kN/m
0.090 kN/m
0.103 kN/m
0.210 kN/m0.103 kN/m
0.103 kN/m
0.090 kN/m0.210 kN/m0.103 kN/m
0.210 kN/m
0.210 kN/m
0.090 kN/m
0.045 kN/m
0.210 kN/m0.103 kN/m
0.045 kN/m
0.103 kN/m
0.103 kN/m
0.045 kN/m
0.275 kN/m0.172 kN/m0.210 kN/m
0.103 kN/m
0.103 kN/m
0.172 kN/m
0.103 kN/m
0.172 kN/m
0.103 kN/m
0.210 kN/m
0.103 kN/m0.210 kN/m
0.045 kN/m
0.103 kN/m
0.045 kN/m
0.172 kN/m
0.103 kN/m0.210 kN/m
0.103 kN/m0.045 kN/m
0.172 kN/m
0.210 kN/m
-0.009 kN0.019 kN0.009 kN0.019 kN-0.009 kN0.019 kN
0.044 kN
0.009 kN0.019 kN
0.044 kN0.050 kN0.094 kN0.106 kN0.094 kN 0.044 kN-0.050 kN0.044 kN0.094 kN-0.106 kN0.094 kN0.106 kN0.094 kN0.040 kN0.022 kN0.094 kN-0.106 kN0.040 kN0.022 kN0.040 kN-0.022 kN0.040 kN-0.022 kN
0.590 kN
1.400 kN
0.590 kN
-1.500 kN
0.590 kN
1.400 kN
0.590 kN
-1.500 kN
Load 3X
Y
Z
0.210 kN/m0.052 kN/m
0.052 kN/m
0.052 kN/m
0.275 kN/m0.210 kN/m
0.210 kN/m
0.275 kN/m
0.210 kN/m
0.090 kN/m
0.052 kN/m
0.090 kN/m
0.275 kN/m
0.210 kN/m0.090 kN/m
0.090 kN/m0.210 kN/m
0.210 kN/m
0.275 kN/m
0.090 kN/m
0.090 kN/m0.090 kN/m
0.090 kN/m
0.275 kN/m
0.172 kN/m
0.090 kN/m
0.210 kN/m
0.090 kN/m
0.090 kN/m
0.103 kN/m0.210 kN/m
0.275 kN/m
0.172 kN/m0.090 kN/m
0.210 kN/m
0.172 kN/m
0.090 kN/m
0.090 kN/m
0.210 kN/m
0.172 kN/m
0.275 kN/m
0.210 kN/m
0.103 kN/m0.103 kN/m
0.090 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.275 kN/m
0.090 kN/m
0.172 kN/m0.103 kN/m
0.090 kN/m
0.210 kN/m
0.090 kN/m
0.090 kN/m
0.090 kN/m
0.210 kN/m
0.275 kN/m
0.052 kN/m
0.210 kN/m0.103 kN/m
0.090 kN/m0.103 kN/m0.210 kN/m 0.210 kN/m
0.275 kN/m
0.090 kN/m
0.172 kN/m0.172 kN/m
0.090 kN/m
0.090 kN/m
0.103 kN/m
0.210 kN/m
0.210 kN/m
0.275 kN/m
0.045 kN/m 0.210 kN/m
0.052 kN/m
0.210 kN/m
0.210 kN/m
0.103 kN/m
0.275 kN/m
0.052 kN/m
0.103 kN/m
0.103 kN/m
0.210 kN/m
0.052 kN/m0.210 kN/m
0.210 kN/m
0.090 kN/m0.045 kN/m 0.103 kN/m
0.052 kN/m
0.090 kN/m
0.103 kN/m
0.045 kN/m
0.103 kN/m
0.210 kN/m
0.103 kN/m
0.210 kN/m
0.052 kN/m
0.103 kN/m0.052 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.103 kN/m
0.052 kN/m
0.045 kN/m
0.103 kN/m
0.045 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.103 kN/m
0.052 kN/m
0.052 kN/m
0.103 kN/m
0.052 kN/m
0.210 kN/m
0.052 kN/m
0.045 kN/m
0.045 kN/m
0.052 kN/m
0.275 kN/m
0.103 kN/m
0.052 kN/m
0.045 kN/m
0.210 kN/m
0.090 kN/m
0.210 kN/m
0.052 kN/m
0.210 kN/m
0.090 kN/m
0.103 kN/m
0.210 kN/m
0.103 kN/m
0.052 kN/m
0.090 kN/m0.210 kN/m
0.103 kN/m
0.210 kN/m
0.090 kN/m
0.045 kN/m
0.210 kN/m
0.045 kN/m
0.090 kN/m0.210 kN/m
0.275 kN/m
0.090 kN/m
0.045 kN/m
0.045 kN/m
0.210 kN/m
0.210 kN/m
0.210 kN/m
0.090 kN/m0.210 kN/m
0.103 kN/m
0.090 kN/m
0.103 kN/m
0.210 kN/m0.090 kN/m
0.210 kN/m0.103 kN/m
0.210 kN/m
0.090 kN/m
0.045 kN/m0.275 kN/m
0.210 kN/m0.103 kN/m
0.045 kN/m
0.045 kN/m
0.210 kN/m
0.103 kN/m0.103 kN/m
0.103 kN/m
0.210 kN/m
0.045 kN/m
0.275 kN/m
0.045 kN/m
0.275 kN/m
0.045 kN/m
0.275 kN/m
0.032 kN-0.038 kN0.032 kN-0.038 kN
4.000 kN
4.000 kN
0.676 kN0.032 kN
0.040 kN0.089 kN
0.676 kN0.032 kN
0.040 kN0.022 kN0.132 kN0.022 kN0.363 kN 0.040 kN
4.000 kN
-4.000 kN
0.040 kN-0.089 kN0.022 kN0.232 kN
0.676 kN
0.022 kN-0.132 kN0.022 kN-0.364 kN
0.144 kN0.338 kN0.022 kN-0.232 kN0.144 kN-0.338 kN0.144 kN
0.338 kN0.144 kN-0.338 kN
0.338 kN
0.989 kN0.338 kN
0.989 kN0.338 kN
-0.989 kN
0.338 kN-0.989 kN
Load 4X
Y
Z
34 | P a g e
F. DESIGN OF FOUNDATION
Footing No. Foundation Geometry
Length Width Thickness
1 1.750 m 1.600 m 0.300 m
2 1.750 m 1.750 m 0.300 m
3 1.750 m 1.750 m 0.300 m
4 1.750 m 1.600 m 0.300 m
7 1.750 m 1.600 m 0.300 m
8 1.750 m 1.600 m 0.300 m
9 1.750 m 1.600 m 0.300 m
10 1.750 m 1.600 m 0.300 m
300 1.600 m 1.500 m 0.300 m
301 1.600 m 1.500 m 0.300 m
306 1.750 m 1.600 m 0.300 m
307 1.750 m 1.600 m 0.300 m
308 1.750 m 1.600 m 0.300 m
Footing No. Footing Reinforcement
Bottom
Reinforcement
(MZ)
Bottom
Reinforcement
(MX)
Top
Reinforcement
(MZ)
Top
Reinforcement
(MX)
1 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
2 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 3 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
4 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
7 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
8 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
9 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
10 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
300 T08 @ 200 mm c/c T08 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
301 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
306 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
307 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
308 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
35 | P a g e
G. RESULTS AND CONCLUSION
The members are designed within the permissible limits and found ok. Also, deflections
of all the members are found to be within the allowable limits.
Hence, it may be concluded that the structural analysis and design of the structure is
carried out in compliance with the Specifications for Civil/Structural Design and is found
to be adequate from strength and serviceability point of view.
36 | P a g e
DESIGN OF ELECTRICAL CONTROL
BUILDING (VSCPL), COIMBATORE
A. BRIEF DESCRIPTION OF STRUCTURE:
This building is Reinforced Concrete framed structure. Isolated footings have been
provided in accordance to the soils report.
1. Description Of Building : Electrical Control Building (VSCPL)
2. Size of the building : 24.23 m X 9 m
3. Height of the building : 11.225 m.
B. DESIGN DATA
Steel Material Specifications:
Structural Steel : INDIAN STANDARD ROLLED SECTION
Concrete Material Specifications:
Concrete compressive strength : 20 N/mm2
Reinforcement Yield strength : 500 N/mm2
Concrete cover:
Earth faces (Bottom) : 75mm
Earth Faces (Top & Sides) : 50mm
Beam : 40mm
Column, Pedestals above ground : 50mm
Wall and slab above GL (Internal) : 25mm
37 | P a g e
Reference Codes & Documents:
1. IS 456:2000 : Basis of structural design
2. IS 875:2002 (PART 3) : Design of concrete structures against
wind
3. IS 1893:2002/2005 : Design of concrete structures against
earthquakes
Reference Drawings:
1. 014078-C-SY-SY-AR-2301-A
2. 014078-C-SY-SY-NR-2304-01-01-B
3. 014078-C-SY-SY-NR-2305-A
4. 014078-C-SY-SY-NR-2307-A
5. 014078-C-SY-SY-NR-2310-A
6. 014078-C-SY-SY-NR-2311-B
C. LOADING CONSIDERATIONS AND CALCULATIONS
1. Primary Load Cases
Load Case 1 : Dead Load
Load Case 2 : Live Load
Load Case 3 : Wind Load (+X)
Load Case 4 : Wind Load (-X)
Load Case 5 : Wind Load (+Z)
Load Case 6 : Wind Load (-Z)
Load Case 7 : Seismic (+X)
38 | P a g e
Load Case 8 : Seismic (-X)
Load Case 9 : Seismic (+Z)
Load Case 10 : Seismic (-Z)
2. Load Combinations
Factored and Unfactored Load combinations which are used in Design and Analysis is
developed as per IS - 800.
Load combinations are auto-generated using Indian Code for General Structures.
3. Calculations
a. Dead Load
i. Self weight
ii. Brick Load:
i. On beams of the terrace structure = 80% of (20 X 2.52 X .25) = 10.1 kN/m
ii. On beams of first floor = 80% of (20 X 3.9 X .25) = 15.6 kN/m
iii. On beams of ground floor = 80% of (20 X 4.8 X .25) = 19.2 kN/m
iv. On beams of 1st
floor roof = 80% of (20 X 0.9 X .25) = 3.6 kN/m
iii. Water Tanks: 10 kN on each of the two tanks at 7.800M level
iv. Load for partition wall at 3.900M level = 1 kN/m2
b. Live Load
i. Floor Load
i. Head room at 7.800M level : 0.75 kN/m2
ii. Control Room at first floor (3.900M level) : 10kN/m2
iii. EE’s Office at first floor (3.900M level) : 4 kN/m2
iv. Washroom at first floor and ground floor : 2 kN/m2
v. Top roof at the open terrace surfaces : 1.5 kN/m2
vi. Portico roof at 2.825M level : 0.75 kN/m2
ii. Stairs: 4 kN/m2
c. Dust Load: 0.3 kN/m2 on every open roof
39 | P a g e
NOTE:
1. Thickness of Head Room slab = 100mm
2. Thickness of Roof slabs and first floor slabs = 130mm
3. Thickness of Portico slab = 200mm
D. DEFLECTION CHECK
HORIZONTAL DEFLECTION: Deflection check has been carried out at all tier levels using
STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Y
are as follows:
Top
Level
Bottom
Level
Maximum
Deflection
in Z-dir.
(mm)
Maximum
Deflection in
Y-dir. (mm)
Height (H) of
the Building
from FGL
(mm)
Allowable
Deflection =
H/400 (mm)
Remarks
10.325 -0.900 17.068 10.04 11225 28.10 OK
- - - - - -
- - - - - -
- - - - - -
VERTICAL DEFLECTION: Allowable vertical deflection for Floor beams is L/400 for
working loads.
Vertical deflection check has been done using analysis for all the beams. Vertical
deflection is within the limit. Hence, SAFE.
40 | P a g e
E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
Whole Structure
3D Rendered View
Load 47X
Y
Z
41 | P a g e
Support Nodes Nos.
183
182
181185
184
187
180 177186
179 176
178 175
190 174
173
172
188171
170
191189Load 10
XY
Z
42 | P a g e
Roof - Beam & Nodes Nos.(EL. +7.800m)
First Floor-Beam & Nodes Nos. (EL. +3.800m)
10
9
255 224253249
225254251
250 226252
293
112
8 18
158
292
98
7 1797
152
312 82 16135 126
153
136227
150
27125
115
159
151
26
308 15
14
311
64
63
6267
14866
147 69
61
119
5668
60 55
118
59 54104
113161 53103
115
52
114
51
50
49
160
259
34
237 223246248
222238247
233 318235 245
33 2603172362204 31
321313 320 30140 122142
141219 29121319
116 28
309 25
24
314
42
41
4045
14444
143 47
39 3446
38 33165
37 3296
164107111162 31
95
30
29
28
27
158
43 | P a g e
Plinth Level - Beam & Nodes Nos. (EL. -0.900m)
Elevation Grid 1(XY Plane)
183
184338
187 168170189
167186164339
188 166185 198
335 180
337174179
194316 163178
162 177
196386161385
310 336
195173
197
315
20
19169
1823
12122
120 25
15 1024
14 9168
13 8125
163 7
6124
5
1274
3
126159
Load 10X
Y
Z
205
389
197
218
394
206
191
126
131 132
127
188
Load 10X
Y
Z
44 | P a g e
Elevation Grid 2(XY Plane)
Elevation Grid 3(XY Plane)
400401403404 402390 406 393405
177 178 180337194385 386 179336173315270 264
214 215210209 4437 38 43304
216211212213217
424139 40
25 2603029 3128314 24
4853 5154305 475052 49
15 2614311 27 181716
151 150
159
177175 176174173171189 172170
7 91688 101254 612453159
156 152
135 138134136133137
27 28 29158 30 31 32 33 34
565554160 5352515049
114 115
XY
77
78
117
261
123
373
293
198
158
149
112
148
245
268
124
75
292
369
76
118
187
150
47
119
69
25
99
8990
100
186
68
24
154
118
46
Load 10X
Y
Z
45 | P a g e
Elevation Grid 4(XY Plane)
Elevation Grid 5 (XY Plane)
306
307
388
313
312
316
399
57
70
4
7
174
398
58
69
8
33
335
68
59
397
188
250
233
187
237
255
67
60
396
338
9
34
184
66
61
395
183
259
10
65
392
62
162
161
190
163 13
178
59
37 38
179
14
60 61
15
39
180
147
120
143 144
121
148
181
40
18
62
169
63
19
182
41 42
20
183
64
Load 10X
Y
Z
248
391
73
387
72
249
71
189
74
185
45
67
2322
66
184
44
Load 10X
Y
Z
46 | P a g e
Seismic Load +X
Seismic Load -X
6.162 kN
4.497 kN
4.170 kN
0.219 kN
3.730 kN
0.534 kN
0.030 kN
4.170 kN
0.118 kN
3.586 kN
0.199 kN
6.162 kN
0.153 kN
2.280 kN
4.497 kN
5.272 kN
0.092 kN
0.412 kN
3.790 kN
2.848 kN
0.534 kN
4.170 kN
0.219 kN 0.058 kN
0.208 kN
2.280 kN
2.838 kN
0.030 kN
1.179 kN
0.065 kN
3.730 kN
0.083 kN
6.140 kN
0.228 kN
0.494 kN0.500 kN
3.184 kN4.170 kN
3.198 kN
0.118 kN
2.280 kN
0.208 kN
0.045 kN0.012 kN
0.650 kN
1.880 kN
4.833 kN
3.730 kN
0.065 kN
0.199 kN
3.960 kN
0.083 kN
0.412 kN
0.594 kN
0.205 kN
0.045 kN
0.412 kN
0.228 kN
0.420 kN
3.960 kN
3.785 kN
2.932 kN
0.118 kN 0.058 kN
0.189 kN0.153 kN
2.280 kN
2.690 kN
0.129 kN
1.566 kN
0.133 kN
0.203 kN
0.659 kN
0.095 kN
2.567 kN
4.833 kN 3.960 kN
0.114 kN
0.594 kN
1.409 kN
0.208 kN
2.679 kN 3.730 kN
0.097 kN
4.654 kN
0.189 kN
4.089 kN
0.091 kN
1.566 kN
0.203 kN
0.095 kN
2.918 kN
3.960 kN
0.140 kN
1.409 kN3.730 kN
3.960 kN
0.097 kN0.091 kN
3.120 kN
7.030 kN
0.140 kN
4.847 kN
3.960 kN
0.140 kN
3.730 kN
0.219 kN
3.960 kN
0.140 kN
3.730 kN
7.030 kN
0.140 kN
4.847 kN
0.219 kN
Load 1X
Y
Z
-6.162 kN
-4.497 kN
-4.170 kN
-0.219 kN
-3.730 kN
-0.534 kN
-0.030 kN
-4.170 kN
-0.118 kN
-3.586 kN
-0.199 kN
-6.162 kN
-0.153 kN
-2.280 kN
-4.497 kN
-5.272 kN
-0.092 kN
-0.412 kN
-3.790 kN
-2.848 kN
-0.534 kN
-4.170 kN
-0.219 kN -0.058 kN
-0.208 kN
-2.280 kN
-2.838 kN
-0.030 kN
-1.179 kN
-0.065 kN
-3.730 kN
-0.083 kN
-6.140 kN
-0.228 kN
-0.494 kN-0.500 kN
-3.184 kN-4.170 kN
-3.198 kN
-0.118 kN
-2.280 kN
-0.208 kN
-0.045 kN-0.012 kN
-0.650 kN
-1.880 kN
-4.833 kN
-3.730 kN
-0.065 kN
-0.199 kN
-3.960 kN
-0.083 kN
-0.412 kN
-0.594 kN
-0.205 kN
-0.045 kN
-0.412 kN
-0.228 kN
-0.420 kN
-3.960 kN
-3.785 kN
-2.932 kN
-0.118 kN -0.058 kN
-0.189 kN-0.153 kN
-2.280 kN
-2.690 kN
-0.129 kN
-1.566 kN
-0.133 kN
-0.203 kN
-0.659 kN
-0.095 kN
-2.567 kN
-4.833 kN -3.960 kN
-0.114 kN
-0.594 kN
-1.409 kN
-0.208 kN
-2.679 kN -3.730 kN
-0.097 kN
-4.654 kN
-0.189 kN
-4.089 kN
-0.091 kN
-1.566 kN
-0.203 kN
-0.095 kN
-2.918 kN
-3.960 kN
-0.140 kN
-1.409 kN -3.730 kN
-3.960 kN
-0.097 kN-0.091 kN
-3.120 kN
-7.030 kN
-0.140 kN
-4.847 kN
-3.960 kN
-0.140 kN
-3.730 kN
-0.219 kN
-3.960 kN
-0.140 kN
-3.730 kN
-7.030 kN
-0.140 kN
-4.847 kN
-0.219 kN
Load 2X
Y
Z
47 | P a g e
Seismic Load +Z
Seismic Load -Z
24.598 kN
17.950 kN
16.648 kN
0.876 kN
14.888 kN
2.130 kN
0.120 kN
16.648 kN
0.472 kN
14.314 kN
0.796 kN
24.598 kN
0.610 kN
9.103 kN
17.950 kN
21.046 kN
0.367 kN
1.643 kN
15.131 kN
11.368 kN
2.130 kN
16.648 kN
0.876 kN 0.233 kN
0.830 kN
9.103 kN
11.328 kN
0.120 kN
4.708 kN
0.258 kN
14.888 kN
0.332 kN
24.511 kN
0.909 kN
1.972 kN1.996 kN
12.711 kN16.648 kN
12.768 kN
0.472 kN
9.103 kN
0.830 kN
0.181 kN0.048 kN
2.597 kN
7.506 kN
19.293 kN
14.888 kN
0.258 kN
0.796 kN
15.810 kN
0.332 kN
1.643 kN
2.373 kN
0.817 kN
0.181 kN
1.644 kN
0.911 kN
1.677 kN
15.809 kN
15.112 kN
11.704 kN
0.472 kN 0.233 kN
0.753 kN0.610 kN
9.103 kN
10.737 kN
0.517 kN
6.253 kN
0.529 kN
0.812 kN
2.630 kN
0.378 kN
10.249 kN
19.293 kN 15.810 kN
0.455 kN
2.373 kN
5.623 kN
0.830 kN
10.695 kN14.888 kN
0.387 kN
18.577 kN
0.753 kN
16.324 kN
0.362 kN
6.253 kN
0.812 kN
0.378 kN
11.649 kN
15.810 kN
0.560 kN
5.623 kN
14.888 kN
15.810 kN
0.387 kN0.362 kN
12.456 kN
28.063 kN
0.560 kN
19.350 kN
15.810 kN
0.560 kN
14.888 kN
0.876 kN
15.810 kN
0.560 kN
14.888 kN
0.560 kN
19.350 kN
0.876 kN
Load 3X
Y
Z
-24.598 kN
-17.950 kN
-16.648 kN
-0.876 kN
-14.888 kN-2.130 kN
-0.120 kN
-16.648 kN
-0.472 kN
-14.314 kN
-0.796 kN
-24.598 kN
-0.610 kN
-9.103 kN
-17.950 kN
-21.046 kN
-0.367 kN
-1.643 kN
-15.131 kN
-11.368 kN
-2.130 kN
-16.648 kN
-0.876 kN -0.233 kN
-0.830 kN
-9.103 kN
-11.328 kN
-0.120 kN
-4.708 kN
-0.258 kN
-14.888 kN
-0.332 kN
-24.511 kN
-0.909 kN
-1.972 kN-1.996 kN
-12.711 kN-16.648 kN
-12.768 kN
-0.472 kN
-9.103 kN
-0.830 kN
-0.181 kN-0.048 kN
-2.597 kN
-7.506 kN
-19.293 kN
-14.888 kN
-0.258 kN
-0.796 kN
-15.810 kN
-0.332 kN
-1.643 kN
-2.373 kN
-0.817 kN
-0.181 kN
-1.644 kN
-0.911 kN
-1.677 kN
-15.809 kN
-15.112 kN
-11.704 kN
-0.472 kN -0.233 kN
-0.753 kN
-0.610 kN
-9.103 kN
-10.737 kN
-0.517 kN
-6.253 kN
-0.529 kN
-0.812 kN
-2.630 kN
-0.378 kN
-10.249 kN
-19.293 kN -15.810 kN
-0.455 kN
-2.373 kN
-5.623 kN
-0.830 kN
-10.695 kN -14.888 kN
-0.387 kN
-18.577 kN
-0.753 kN
-16.324 kN
-0.362 kN
-6.253 kN
-0.812 kN
-0.378 kN
-11.649 kN
-15.810 kN
-0.560 kN
-5.623 kN-14.888 kN
-15.810 kN
-0.387 kN-0.362 kN
-12.456 kN
-28.063 kN
-0.560 kN
-19.350 kN
-15.810 kN
-0.560 kN
-14.888 kN
-0.876 kN
-15.810 kN
-0.560 kN
-14.888 kN
-28.063 kN
-0.560 kN
-19.350 kN
-0.876 kN
Load 4X
Y
Z
48 | P a g e
Dead Load: Roof
Dead Load: First Floor
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-10.000 kN
-4.500 kN/m
-4.500 kN/m
-10.000 kN
-10.100 kN/m
-4.500 kN/m -4.500 kN/m
-10.100 kN/m
-4.500 kN/m -4.500 kN/m
-10.100 kN/m
-4.500 kN/m -4.500 kN/m
-10.100 kN/m
-10.100 kN/m
-10.100 kN/m
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-4.500 kN/m
-15.600 kN/m
-15.600 kN/m-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-0.100 kN/m(GY)
-15.600 kN/m
-0.156 kN/m-0.156 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY)
-15.600 kN/m
-0.156 kN/m-0.156 kN/m(GY)-0.100 kN/m
-15.600 kN/m
-0.100 kN/m(GY)
-15.600 kN/m
-15.600 kN/m
-0.100 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY)
-15.600 kN/m
-0.156 kN/m-0.156 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY)
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m-15.600 kN/m
-15.600 kN/m -15.600 kN/m-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m
-15.600 kN/m-15.600 kN/m
49 | P a g e
Dead Load: Plinth level (El. -0.900m)
Live Load: Roof
-19.200 kN/m
-19.200 kN/m-19.200 kN/m
-19.200 kN/m
-19.200 kN/m
-19.200 kN/m-19.200 kN/m-19.200 kN/m
-19.200 kN/m
-19.200 kN/m
-19.200 kN/m
-19.200 kN/m
-19.200 kN/m
-19.200 kN/m -19.200 kN/m-19.200 kN/m
-19.200 kN/m
-19.200 kN/m-19.200 kN/m
-19.200 kN/m -19.200 kN/m
-19.200 kN/m-19.200 kN/m
-19.200 kN/m
-19.200 kN/m
-19.200 kN/m-19.200 kN/m
-19.200 kN/m
XY
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-1.500 kN/m-2.336 kN/m-2.336 kN/m(GY)-2.336 kN/m-2.336 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
-1.500 kN/m(GY)-2.336 kN/m-2.336 kN/m(GY)-2.250 kN/m(GY)-2.250 kN/m
-1.500 kN/m-2.250 kN/m-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)-2.250 kN/m
-1.500 kN/m(GY)-2.336 kN/m-2.336 kN/m(GY)-2.336 kN/m-2.336 kN/m(GY)-2.336 kN/m-2.336 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY) -2.250 kN/m-2.250 kN/m(GY)
-1.211 kN/m-1.211 kN/m(GY)
-2.250 kN/m(GY)
-2.250 kN/m(GY)-1.800 kN/m
-2.250 kN/m-2.250 kN/m(GY) -2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m(GY)-1.800 kN/m
-2.250 kN/m(GY)
-2.250 kN/m
-1.211 kN/m-1.211 kN/m(GY)
-1.211 kN/m-1.211 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)-2.400 kN/m(GY)-2.400 kN/m-1.800 kN/m(GY)-2.400 kN/m-2.400 kN/m(GY)
-1.211 kN/m-1.211 kN/m(GY)
-1.211 kN/m-1.211 kN/m(GY)
-2.400 kN/m(GY)-2.400 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
-2.400 kN/m-2.400 kN/m(GY)
-2.400 kN/m-2.400 kN/m(GY)-1.800 kN/m(GY)
-2.400 kN/m-2.400 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
2*-2.250 kN/m2*-2.250 kN/m(GY)
-1.211 kN/m-1.211 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
-2.250 kN/m-2.250 kN/m(GY)
50 | P a g e
Live Load: First Floor
Wind Load +X
-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-2.000 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY)
2*-6.000 kN/m2*-6.000 kN/m(GY)
2*-6.000 kN/m2*-6.000 kN/m(GY)
-6.000 kN/m(GY)-6.000 kN/m(GY)
-6.000 kN/m-3.115 kN/m-3.115 kN/m(GY)-2.000 kN/m
-2.000 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY)
2*-6.000 kN/m2*-6.000 kN/m(GY)
2*-6.000 kN/m2*-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)-6.000 kN/m
-2.000 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m(GY)
-6.000 kN/m(GY)-4.800 kN/m
-6.000 kN/m(GY)-6.000 kN/m(GY)
-6.000 kN/m
-15.000 kN/m-15.000 kN/m(GY)
-15.000 kN/m-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)2*-6.000 kN/m2*-6.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)-4.800 kN/m
-6.000 kN/m-6.000 kN/m(GY)-2.400 kN/m-2.400 kN/m(GY)
-2.400 kN/m
-4.800 kN/m(GY)
-2.400 kN/m-2.400 kN/m(GY)-2.400 kN/m(GY)-2.400 kN/m(GY)
-2.400 kN/m(GY)-2.400 kN/m
2*-15.000 kN/m2*-15.000 kN/m(GY)
2*-15.000 kN/m2*-15.000 kN/m(GY)-2.400 kN/m-2.400 kN/m(GY)
-2.400 kN/m-2.400 kN/m(GY)-4.800 kN/m(GY)
-2.400 kN/m-2.400 kN/m(GY)
-15.000 kN/m(GY)
-15.000 kN/m(GY)
-15.000 kN/m-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
2*-15.000 kN/m2*-15.000 kN/m(GY)
2*-15.000 kN/m2*-15.000 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
-15.000 kN/m-15.000 kN/m(GY)
1.200 kN/m
2.000 kN/m
1.200 kN/m
2.000 kN/m
5.400 kN/m
3.450 kN/m
8.100 kN/m
6.200 kN/m
5.400 kN/m
8.100 kN/m
2.700 kN/m
3.450 kN/m
6.200 kN/m
8.100 kN/m
6.000 kN/m11.100 kN/m
5.400 kN/m
8.100 kN/m
Load 7X
Y
Z
51 | P a g e
Wind Load -X
Wind Load +Z
-8.100 kN/m
-5.400 kN/m
-8.100 kN/m
-2.000 kN/m
-5.400 kN/m
-1.200 kN/m
-2.000 kN/m
-1.200 kN/m
-11.100 kN/m
-8.100 kN/m
-8.100 kN/m
-6.200 kN/m
-5.400 kN/m
-3.450 kN/m
-6.000 kN/m
-6.200 kN/m
-3.450 kN/m
-2.700 kN/m
Load 8X
Y
Z
3.000 kN/m6.000 kN/m
3.000 kN/m
6.000 kN/m6.230 kN/m
6.000 kN/m
2.800 kN/m
6.230 kN/m
6.000 kN/m
2.800 kN/m
6.230 kN/m
2.800 kN/m
2.800 kN/m6.000 kN/m
2.800 kN/m
6.230 kN/m
0.900 kN/m
2.800 kN/m
2.800 kN/m6.000 kN/m
1.800 kN/m
2.800 kN/m
2.800 kN/m
6.000 kN/m
0.900 kN/m
1.800 kN/m
6.000 kN/m
2.620 kN/m
2.800 kN/m6.000 kN/m
1.800 kN/m
1.800 kN/m3.000 kN/m
2.620 kN/m
6.000 kN/m
1.800 kN/m3.000 kN/m
1.800 kN/m
1.800 kN/m
0.900 kN/m
1.800 kN/m
1.800 kN/m
0.900 kN/m
1.800 kN/m
1.800 kN/m
0.900 kN/m
1.800 kN/m
0.900 kN/m
Load 9X
Y
Z
52 | P a g e
Wind Load –Z
Dust Load
-0.900 kN/m
-1.800 kN/m
-0.900 kN/m
-1.800 kN/m
-1.800 kN/m
-1.800 kN/m
-1.800 kN/m
-1.800 kN/m
-1.800 kN/m
-1.800 kN/m-1.800 kN/m
-1.800 kN/m
-3.000 kN/m
-1.800 kN/m
-1.800 kN/m-1.800 kN/m
-6.000 kN/m
-1.800 kN/m
-1.800 kN/m
-1.800 kN/m -3.000 kN/m
-4.610 kN/m
-1.800 kN/m
-0.900 kN/m
-1.800 kN/m-1.800 kN/m
-6.000 kN/m
-6.000 kN/m-0.900 kN/m
-0.900 kN/m
-1.800 kN/m-6.000 kN/m
-6.230 kN/m
-0.900 kN/m
-6.230 kN/m
-6.230 kN/m
-4.610 kN/m
-6.230 kN/m
-6.000 kN/m
-7.610 kN/m
-2.620 kN/m
-6.000 kN/m
-6.000 kN/m
-2.620 kN/m
-6.000 kN/m
-6.000 kN/m
-7.610 kN/m
-3.000 kN/m
-6.000 kN/m-3.000 kN/m
Load 10X
Y
Z
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.300 kN/m-0.467 kN/m-0.467 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.300 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY)
-0.450 kN/m(GY)-0.450 kN/m-0.300 kN/m-0.450 kN/m-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m
-0.300 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY)
-0.467 kN/m-0.467 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)
-0.484 kN/m-0.484 kN/m(GY)
-0.450 kN/m(GY)
-0.450 kN/m(GY)-0.360 kN/m
-0.416 kN/m
-0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)
-0.416 kN/m(GY)-0.900 kN/m-0.900 kN/m(GY)
-0.416 kN/m
-0.450 kN/m(GY)-0.360 kN/m
-0.450 kN/m(GY)
-0.450 kN/m
-0.484 kN/m-0.484 kN/m(GY)
-0.484 kN/m-0.484 kN/m(GY)
-0.900 kN/m-0.900 kN/m(GY)-0.416 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m(GY)
-0.484 kN/m-0.484 kN/m(GY)
-0.484 kN/m-0.484 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.360 kN/m(GY)
-0.900 kN/m-0.900 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
2*-0.450 kN/m2*-0.450 kN/m(GY)
-0.484 kN/m-0.484 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.900 kN/m-0.900 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
53 | P a g e
F. DESIGN OF FOUNDATION
Footing No. Footing Geometry
Length (mm) Width (mm) Thickness (mm)
188 1300 1300 300
191 1300 1300 300
172 2200 2100 500
175 2200 2100 500
180 2200 2100 500
181 2200 2100 500
170 1900 1800 400
171 1900 1800 400
176 1900 1800 400
178 1900 1800 400
179 1900 1800 400
182 1900 1800 400
184 1900 1800 400
185 1900 1800 400
177 1900 1800 450
183 1900 1800 450
189 1900 1800 450
190 1900 1800 450
173 2200 2200 500
174 2200 2200 500
186 2200 2200 500
187 2200 2200 500
54 | P a g e
Footing No. Footing Reinforcement
Bottom
Reinforcement
(MZ)
Bottom
Reinforcement
(MX)
Top
Reinforcement
(MZ)
Top
Reinforcement
(MX)
188 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
191 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
172 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c
175 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c
180 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c
181 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c
170 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
171 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
176 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
178 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
179 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
182 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
184 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
185 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
177 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
183 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
189 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
190 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c
173 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c
174 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c
186 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c
187 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c
G. RESULTS AND CONCLUSION
The members are designed within the permissible limit and found ok. Also, deflections of all
members are found to be within allowable limit.
Hence, it may be concluded that the structural analysis and design of structure is carried out in
compliance with Specification for Civil/Structural Design and found to be adequate from
strength and serviceability point of view.
55 | P a g e
DESIGN OF DRUM FILTER BUILDING FOR
THE FLUORSPAR BENEFICIATION PLANT,
MOROCCO
A. BRIEF DESCRIPTION:
The building is a steel framed structure with RCC Foundation and pedestals. It also consists of a
concrete slab on the second floor.
B. DEIGN DATA:
Construction Material
Structural Steel: 250 N/mm2
yield stress
Concrete: M30 Grade of Concrete
Reference Codes and Documents
EC - 3DD Building Code Requirements for Structural Steel
IBC - ASD Load Combination Definitions
C. LOADING CONSIDERATIONS AND CALCULATIONS
1. Primary Load Cases
Load Case 1 SEISMIC LOAD IN X DIRECTION
Load Case 2 SEISMIC LOAD IN -X DIRECTION
Load Case 3 SEISMIC LOAD IN Z DIRECTION
Load Case 4 SEISMIC LOAD IN –Z DIRECTION
Load Case 5 DEAD LOAD (self weight + load due to all the
equipments + floor load + handrail load)
Load Case 6 LIVE LOAD
56 | P a g e
Load Case 7 WIND LOAD IN X DIRECTION
Load Case 8 WIND LOAD IN Z DIRECTION
Load Case 9 WIND LOAD IN -X DIRECTION
Load Case 10 WIND LOAD IN -Z DIRECTION
2. Load Combinations
Factored and Unfactored Load combinations which are used in Design and Analysis
are developed as per IBC–ASD.
Load combinations are auto-generated using IBC – ASD.
3. Calculations
a. Seismic Load:
The seismic load has been generated using the following values of the seismic
parameters:
Zone 0.2
Response Reduction Factor (RF) 5
Importance Factor (I) 1
Rock and Soil Site Factor (SS) 3
Type of Structure 1
Damping Ratio (DM) 5
b. Dead Load:
i. Self weight of the steel structure and a 150mm thick concrete slab on the 2nd
floor.
ii. Handrail load of 0.15 kN/m on the stairs.
iii. On the tower (LVL 371.75M)
Concentrated load: 4 X 4.5 kN
57 | P a g e
iv. At Roof Level (on the sloping shade)
Type kN/m2 kN/m kN
Flooring - - -
Handrail - 0.3 -
Equipment - - -
v. At 2nd
floor (LVL 364.75M)
Type kN/m2 kN/m kN
Flooring 0.9 - -
Handrail - 0.15 -
Equipment - - 438
vi. At 1st
floor (LVL 361.25M)
Type kN/m2 kN/m kN
Flooring 0.9 - -
Handrail - 0.15 -
Equipment - - 102
c. Live Load:
i. At 2nd
floor (LVL 364.75M)
Type kN/m2 kN/m kN
Vertical LL 5
Horizontal LL (X-dirn) 48
Horizontal LL (Z-dirn) 48
ii. At 1st
floor (LVL 361.25M)
Type kN/m2 kN/m kN
Vertical LL 5
Horizontal LL (X-dirn) 24
Horizontal LL (Z-dirn) 9
58 | P a g e
d. Wind Load:
Site Location: MOROCCO
Basic Wind Speed (vb) at 10m height = 20 m/s
Design Wind Speed (v) = vb x k1 x k2 k3
The factors considered are:
i. Terrain Category = 1
ii. Structure Class = A
iii. Risk Coefficient, k1 = 1.0
iv. Topography k3 = 1.0
v. Factor k2 at a height of 10m = 1.05
Therefore, design wind pressure at 10m height = 0.6v2
= 0.3125 kN/m2
NOTE:
a. Wind loads on columns are considered to be uniformly distributed.
b. Reactions due to wind loads acting on equipments are taken as nodal loads on
the supports on which the equipments rest.
D. DEFLECTION CHECK
Horizontal Deflection: Deflection check has been carried out at all tier levels using STAAD
Analysis. The summary of maximum deflection in horizontal directions i.e. X & Z are as
follows:
Top
Level
Bottom
Level
Maximum
Deflection in
X-dir. (mm)
Maximum
Deflection in
Z-dir. (mm)
Height (H) of
the Building
from FGL
(mm)
Allowable
Deflection =
H/500 (mm)
Remarks
369.25 358.75 16.860 8.749 10.5 21 OK
369.25 358.75 16.755 16.826 10.5 21 OK
369.25 358.75 8.287 8.856 10.5 21 OK
369.25 358.75 8.175 16.535 10.5 21 OK
59 | P a g e
Vertical Deflection: Allowable vertical deflection for Floor beams is L/400 for working loads.
Vertical deflection check has been done using STAAD analysis for all the beams. Vertical
deflection is within the limit. Hence, safe.
E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS
Whole Structure
Load 1X
Y
Z
60 | P a g e
3-D Rendered View
Support Nodes
237
238
239
234
235
236X
Y
Z
61 | P a g e
First Floor Plan (LVL 361.25M); Node Nos.
First Floor Plan (LVL 361.25M); Beam Nos.
25 1410 26 11 1322 1223 1524
19147 11714616 148 156155149150 3615333
118 144143 154201453217 65 141119 123 12415234 151 37
1203942 353066 3128 29 21 4018 3841
230
585549 52
5950 565364108
60575451
62107 61 63
7 116 44 9478 43
45
46 48 Load 10XY
Z
328 35337 11 1210 349226 228230 9019 242220 223 239 77
21213 180211 213 214 21691 241 2352348022420 221229227 231 23892 240 78 36
20914 20887 28 20718189 21520593 237 188236 21718221 210 222 225183 187 21894 79
184 2388 24 26 51 505225 5327 55 5437
4971 58468
160 41
59 4872 38
4295 16173
1634760 39
74167 162 43
6175 4665164 40
6276 45179178 63 6664 4496
68
67423
70
Load 10XY
Z
62 | P a g e
Second Floor Plan (LVL 367.75M); Node Nos.
Second Floor Plan (LVL 364.75M); Beam Nos.
73 88 9871 9270 72
16175 74127125
16277 7684126 12883 167101170
130 129 9389 133228 99
136135168206171
103 134 104
10094 9579 22978 90
132 131
87 22786 918067 6885 69
110 114
115111
XY
130 132113 129112 131249119115
189128 191 331247153150120491248190 108 192 104109 255251
121117 134197155 156395
330154 135
364194 193 151 398 365 256199114 363
329159 198157 158
148 396103 146147
118 122
399152 397 140
195196
138123 105 394110 111 139137176172
168
177173
169XY
63 | P a g e
Elevation Grid 1 along Z
Elevation grid 2 along Z
243245
123105110394 111137138139
101100 102
6344 66 64 96178
4 3 2
157158
227 808569 866887 6791
79 4443 116847
234235236 Load 1X
Y
Z
244
481
97
7
112
8910
113
1112
98
246
6
129
3233
130
34
131
35
132
5
99
237
159
10
70
22
73
23242526
71
238
11
160
88
1314
92
15
98
239
12
72
Load 1X
Y
Z
64 | P a g e
Elevation grid 1 along X
Elevation grid 2 along X
244
97
114
243
19 20
481
21
172 173
95
102
2
159
70
157
10 16 17
237
18
67 110 111
7
234
Load 1X
Y
Z
195
72
122
73 74 7675
3
245
101
68 423
193
91
98
246
6
90
119 120
92 93
121
94 71
6149
78
50
131
64 51
235
68
8
158
45 46
7671
238
160
19
74
3311 2034
129
21
Load 1X
Y
Z
65 | P a g e
Elevation grid 3 along X
Dead Load on the First Floor (LVL 361.25M)
5
99
331
499
493
496
494
488
36
428
426
427
429
430
431
425
330
327
446
450
326
449
447
325
324
448
323
322
445
328
451
483
472
37
440
441
442
439
444
443
438
468
329
492
486
38 39
140
495
497
471
498
40
100
4
239
12
72
242
200
196
192
188
184
167
180
176
246
245
38
185
189
168
193
197
201
181
177
231
23058
95
59
247
244
60
69
9
236 Load 1X
Y
Z
-0.904 kN/m-0.904 kN/m(GY)
-0.904 kN/m-0.904 kN/m(GY)-0.904 kN/m-0.904 kN/m(GY)
-0.361 kN/m-0.361 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)
-0.362 kN/m-0.362 kN/m(GY)-0.723 kN/m
-0.361 kN/m-0.361 kN/m(GY)
-0.225 kN/m(GY)
-0.456 kN/m-0.456 kN/m(GY)
-0.178 kN/m(GY)
-0.361 kN/m-0.361 kN/m(GY)-0.362 kN/m-0.362 kN/m(GY)
-0.362 kN/m-0.362 kN/m(GY)-0.362 kN/m-0.362 kN/m(GY)
-0.362 kN/m-0.362 kN/m(GY)
-0.723 kN/m(GY)-0.904 kN/m-0.904 kN/m(GY)-0.904 kN/m-0.904 kN/m(GY)
-0.723 kN/m-0.361 kN/m-0.361 kN/m(GY)-0.362 kN/m-0.362 kN/m(GY)
-0.225 kN/m-0.178 kN/m-0.278 kN/m-0.278 kN/m(GY)-0.456 kN/m-0.456 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)
-0.723 kN/m-0.723 kN/m(GY)
-0.275 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.278 kN/m-0.278 kN/m(GY)
-0.138 kN/m -0.190 kN/m(GY)
-0.362 kN/m-0.362 kN/m(GY)-0.336 kN/m(GY)-0.386 kN/m(GY)
-0.734 kN/m-0.734 kN/m(GY)-0.904 kN/m-0.904 kN/m(GY)
-0.727 kN/m-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)
-0.277 kN/m-0.137 kN/m(GY)-0.230 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)
-0.362 kN/m-0.362 kN/m(GY)-0.362 kN/m-0.362 kN/m(GY)
-0.723 kN/m(GY)
-0.361 kN/m-0.361 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)
-0.722 kN/m-0.722 kN/m(GY)
-0.275 kN/m-0.272 kN/m-0.272 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)-0.138 kN/m(GY)-0.178 kN/m
-0.002 kN/m(GY)
-0.190 kN/m-0.455 kN/m(GY)-0.336 kN/m
-0.003 kN/m(GY)
-0.386 kN/m2*-0.272 kN/m2*-0.272 kN/m(GY)
-0.138 kN/m(GY)-0.229 kN/m(GY)
-0.277 kN/m(GY)
-0.727 kN/m(GY)-0.727 kN/m
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)
-0.002 kN/m(GY)
-0.455 kN/m(GY)-0.456 kN/m
-0.003 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY)
-0.404 kN/m-0.404 kN/m(GY)-0.808 kN/m
-0.178 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)
-0.205 kN/m
-0.735 kN/m-0.735 kN/m(GY)
-0.387 kN/m-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)
-0.277 kN/m-0.453 kN/m
2*-0.272 kN/m2*-0.272 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY)
-0.456 kN/m(GY)
2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY)
-0.361 kN/m-0.361 kN/m(GY)
-0.727 kN/m(GY)
-1.080 kN/m-1.080 kN/m(GY)
-0.209 kN/m
-0.404 kN/m-0.404 kN/m(GY)
-0.180 kN/m(GY)
2*-0.355 kN/m2*-0.355 kN/m(GY)-0.191 kN/m
-0.205 kN/m(GY)-0.278 kN/m-0.387 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)2*-0.272 kN/m2*-0.272 kN/m(GY) -0.209 kN/m(GY)-0.331 kN/m-0.277 kN/m(GY)-0.453 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)
2*-0.355 kN/m2*-0.355 kN/m(GY) -0.404 kN/m(GY)-0.404 kN/m-0.331 kN/m(GY)
-0.723 kN/m-0.723 kN/m(GY)
-0.404 kN/m-0.404 kN/m(GY)
-0.808 kN/m(GY)-1.080 kN/m-1.080 kN/m(GY)
-1.080 kN/m
-0.191 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.278 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.272 kN/m2*-0.272 kN/m(GY)
-0.808 kN/m-0.404 kN/m-0.404 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.404 kN/m(GY)-0.404 kN/m(GY)
-0.724 kN/m-0.724 kN/m(GY)
-0.404 kN/m-0.404 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.355 kN/m2*-0.355 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)2*-0.272 kN/m2*-0.272 kN/m(GY) -0.472 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)
-1.541 kN/m
-0.404 kN/m-0.404 kN/m(GY)2*-0.355 kN/m2*-0.355 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)
-1.080 kN/m(GY)-1.080 kN/m
-0.358 kN/m(GY)
-1.080 kN/m
2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)
-1.080 kN/m(GY)-0.808 kN/m(GY)-1.080 kN/m
-0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.944 kN/m(GY)-0.472 kN/m
-0.272 kN/m-0.272 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)
2*-0.355 kN/m2*-0.355 kN/m(GY)
-0.112 kN/m(GY)
-0.457 kN/m-0.457 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)
-0.358 kN/m(GY)-0.358 kN/m-0.450 kN/m-0.450 kN/m(GY)
-1.415 kN/m(GY)-0.944 kN/m
-0.112 kN/m(GY)-0.112 kN/m
-1.541 kN/m(GY)
-2.907 kN/m-2.907 kN/m(GY)
-2.161 kN/m
-0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)
2*-0.153 kN/m2*-0.404 kN/m2*-0.404 kN/m(GY)
2*-0.404 kN/m2*-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.358 kN/m
-0.225 kN/m-0.225 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)
-0.112 kN/m-0.394 kN/m-0.394 kN/m(GY)
-1.080 kN/m(GY)-1.080 kN/m(GY)
-0.358 kN/m
-0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-1.100 kN/m(GY)
-1.524 kN/m-1.524 kN/m(GY)-1.415 kN/m
-0.225 kN/m-0.225 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)
-1.080 kN/m-1.080 kN/m(GY)
-0.153 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY)
-0.153 kN/m
-0.153 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY)
-0.153 kN/m
-2.161 kN/m(GY)
-0.265 kN/m-0.481 kN/m(GY)
-1.100 kN/m
-0.457 kN/m-0.457 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.358 kN/m(GY)-0.358 kN/m
-0.394 kN/m-0.394 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY)2*-0.153 kN/m(GY)
2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)
-0.179 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.150 kN/m
-0.265 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.358 kN/m-0.394 kN/m-0.394 kN/m(GY)
-0.481 kN/m
-0.225 kN/m-0.225 kN/m(GY)
-0.358 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)
-0.358 kN/m-0.358 kN/m(GY)
-0.112 kN/m(GY)
-0.880 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.112 kN/m(GY)
-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)
-0.574 kN/m-0.574 kN/m(GY)-0.358 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)-0.225 kN/m-0.225 kN/m(GY)
-0.150 kN/m
-0.574 kN/m-0.574 kN/m(GY)-0.574 kN/m-0.574 kN/m(GY)-0.150 kN/m
-0.450 kN/m-0.225 kN/m-0.225 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)
-0.880 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)-0.450 kN/m(GY)-0.574 kN/m-0.574 kN/m(GY)
-0.574 kN/m-0.574 kN/m(GY)
-2.493 kN/m-2.493 kN/m(GY)
-0.574 kN/m-0.574 kN/m(GY)
-0.150 kN/m
-1.707 kN/m-1.707 kN/m(GY)
-6.000 kN
-6.000 kN-6.000 kN
-6.000 kN
-15.000 kN
-15.000 kN
-15.000 kN
-9.000 kN-15.000 kN
-9.000 kN
XY
66 | P a g e
Live Load on the First Floor (LVL 361.25M)
Dead Load on the Second Floor (LVL 364.75M)
-5.020 kN/m-5.020 kN/m(GY)
-5.020 kN/m-5.020 kN/m(GY)-5.020 kN/m-5.020 kN/m(GY)
-2.007 kN/m-2.007 kN/m(GY)-2.007 kN/m-2.007 kN/m(GY)
-2.009 kN/m-2.009 kN/m(GY)-4.017 kN/m
-2.006 kN/m-2.006 kN/m(GY)
-1.248 kN/m(GY)
-2.534 kN/m-2.534 kN/m(GY)
-0.989 kN/m(GY)
-2.008 kN/m-2.008 kN/m(GY)-2.010 kN/m-2.010 kN/m(GY)
-2.010 kN/m-2.010 kN/m(GY)-2.011 kN/m-2.011 kN/m(GY)
-2.011 kN/m-2.011 kN/m(GY)
-4.017 kN/m(GY)-5.020 kN/m-5.020 kN/m(GY)-5.020 kN/m-5.020 kN/m(GY)
-4.017 kN/m-2.008 kN/m-2.008 kN/m(GY)-2.010 kN/m-2.010 kN/m(GY)-1.248 kN/m-0.989 kN/m-1.544 kN/m-1.544 kN/m(GY)
-2.536 kN/m-2.536 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-2.006 kN/m-2.006 kN/m(GY)
-4.018 kN/m-4.018 kN/m(GY)
-1.528 kN/m(GY)-2.005 kN/m-2.005 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.546 kN/m-1.546 kN/m(GY)
-0.764 kN/m -1.058 kN/m(GY)-2.009 kN/m-2.009 kN/m(GY)-1.866 kN/m(GY)-2.146 kN/m(GY)
-4.079 kN/m-4.079 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY)-4.040 kN/m-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)
-1.537 kN/m-0.761 kN/m(GY)-1.278 kN/m(GY)-2.008 kN/m-2.008 kN/m(GY)-2.008 kN/m-2.008 kN/m(GY)
-2.010 kN/m-2.010 kN/m(GY)-2.010 kN/m-2.010 kN/m(GY)
-4.017 kN/m(GY)
-2.008 kN/m-2.008 kN/m(GY)-2.007 kN/m-2.007 kN/m(GY)
-4.013 kN/m-4.013 kN/m(GY)
-1.528 kN/m-1.513 kN/m-1.513 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-0.764 kN/m(GY)-0.992 kN/m
-0.008 kN/m(GY)
-1.058 kN/m-2.527 kN/m(GY)-1.866 kN/m
-0.017 kN/m(GY)
-2.146 kN/m2*-1.513 kN/m2*-1.513 kN/m(GY)
-0.768 kN/m(GY)-1.272 kN/m(GY)
-1.537 kN/m(GY)
-4.040 kN/m(GY)-4.040 kN/m
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
-0.008 kN/m(GY)
-2.527 kN/m(GY)-2.532 kN/m
-0.017 kN/m(GY)-2.005 kN/m-2.005 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-4.487 kN/m-0.992 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
-1.140 kN/m
-4.081 kN/m-4.081 kN/m(GY)
-2.147 kN/m-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)
-1.536 kN/m-2.514 kN/m2*-1.513 kN/m2*-1.513 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY)
-2.532 kN/m(GY)
2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY)-2.008 kN/m-2.008 kN/m(GY)
-4.040 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY)
-1.160 kN/m
-2.244 kN/m-2.244 kN/m(GY)
-1.000 kN/m(GY)2*-1.975 kN/m2*-1.975 kN/m(GY)
-1.058 kN/m-1.140 kN/m(GY)-1.545 kN/m-2.147 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)2*-1.513 kN/m2*-1.513 kN/m(GY) -1.160 kN/m(GY)-1.839 kN/m-1.536 kN/m(GY)-2.514 kN/m(GY)-2.537 kN/m-2.537 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
2*-1.975 kN/m2*-1.975 kN/m(GY) -2.244 kN/m(GY)-2.244 kN/m-1.839 kN/m(GY)-4.016 kN/m-4.016 kN/m(GY)
-2.244 kN/m-2.244 kN/m(GY)
-4.487 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY)
-6.000 kN/m-1.058 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.545 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY)
2*-1.513 kN/m2*-1.513 kN/m(GY)-4.487 kN/m-2.244 kN/m-2.244 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.244 kN/m(GY)-2.244 kN/m(GY)
-4.020 kN/m-4.020 kN/m(GY)
-2.244 kN/m-2.244 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-1.975 kN/m2*-1.975 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)2*-1.513 kN/m2*-1.513 kN/m(GY) -2.621 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)
-1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)
-8.561 kN/m
-2.244 kN/m-2.244 kN/m(GY)2*-1.975 kN/m2*-1.975 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)
-6.000 kN/m(GY)-6.000 kN/m
-1.987 kN/m(GY)
-6.000 kN/m
2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)
-6.000 kN/m(GY)-4.487 kN/m(GY)-6.000 kN/m
-2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-5.242 kN/m(GY)-2.621 kN/m
-1.513 kN/m-1.513 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-1.975 kN/m2*-1.975 kN/m(GY)
-0.625 kN/m(GY)
-2.538 kN/m-2.538 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
-1.987 kN/m(GY)-1.987 kN/m-2.500 kN/m-2.500 kN/m(GY)
-7.863 kN/m(GY)-5.242 kN/m
-0.625 kN/m(GY)-0.625 kN/m
-8.561 kN/m(GY)
-16.151 kN/m-16.151 kN/m(GY)
-12.007 kN/m
-2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)2*-0.850 kN/m
2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY)
-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-1.987 kN/m-1.250 kN/m-1.250 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)
-0.625 kN/m-2.188 kN/m-2.188 kN/m(GY)
-6.000 kN/m(GY)-6.000 kN/m(GY)
-1.987 kN/m
-2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-6.113 kN/m(GY)
-8.466 kN/m-8.466 kN/m(GY)-7.863 kN/m
-1.250 kN/m-1.250 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)
-6.000 kN/m-6.000 kN/m(GY)
-0.850 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY)
-0.850 kN/m
-0.850 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY)
-0.850 kN/m
-12.007 kN/m(GY)
-1.475 kN/m-2.674 kN/m(GY)
-6.113 kN/m
-2.538 kN/m-2.538 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.987 kN/m(GY)-1.987 kN/m
-2.188 kN/m-2.188 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY)2*-0.850 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)
2*-2.244 kN/m2*-2.244 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)
-0.992 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.475 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.987 kN/m-2.188 kN/m-2.188 kN/m(GY)
-2.674 kN/m
-1.250 kN/m-1.250 kN/m(GY)-1.987 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)
-1.987 kN/m-1.987 kN/m(GY)
-0.625 kN/m(GY)
-4.888 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-0.625 kN/m(GY)
-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)
-3.187 kN/m-3.187 kN/m(GY)-1.987 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-1.250 kN/m-1.250 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)-1.250 kN/m-1.250 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY)
-3.187 kN/m-3.187 kN/m(GY)-2.500 kN/m
-1.250 kN/m-1.250 kN/m(GY)-1.250 kN/m-1.250 kN/m(GY)
-4.888 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)-2.500 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY)
-13.849 kN/m-13.849 kN/m(GY)
-3.187 kN/m-3.187 kN/m(GY)
-9.484 kN/m-9.484 kN/m(GY)
3.750 kN
3.750 kN3.750 kN
3.750 kN
2.250 kN2.250 kN
2.250 kN2.250 kN
2.250 kN2.250 kN
2.250 kN2.250 kN
XY
-0.642 kN/m-0.642 kN/m(GY)-0.737 kN/m-0.737 kN/m(GY)
-0.563 kN/m-0.645 kN/m-0.614 kN/m-0.614 kN/m(GY)-0.614 kN/m(GY)-0.563 kN/m(GY)-0.614 kN/m-0.645 kN/m(GY)-0.737 kN/m-0.737 kN/m(GY)
-0.415 kN/m
-0.219 kN/m(GY)
-0.642 kN/m-0.642 kN/m(GY)
-0.252 kN/m(GY)
-0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY) -0.614 kN/m(GY)-0.614 kN/m(GY)
-0.426 kN/m-0.415 kN/m(GY)
-0.219 kN/m-0.252 kN/m-0.426 kN/m(GY)
-0.426 kN/m
-0.675 kN/m-0.675 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY)
-0.614 kN/m-0.614 kN/m(GY)-0.614 kN/m-0.614 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)
-0.614 kN/m(GY)
-0.389 kN/m(GY)-0.501 kN/m-0.501 kN/m(GY)
-0.252 kN/m(GY)
-0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY)
-0.134 kN/m(GY)
-0.393 kN/m-0.393 kN/m(GY)-0.426 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY)
-0.184 kN/m
-0.501 kN/m(GY)-0.501 kN/m-0.501 kN/m
-0.737 kN/m-0.737 kN/m(GY)
-0.306 kN/m-0.306 kN/m(GY)-0.225 kN/m-0.225 kN/m(GY)-0.225 kN/m -0.225 kN/m(GY)
-0.614 kN/m
-0.389 kN/m-0.225 kN/m(GY)-0.225 kN/m
-0.675 kN/m-0.675 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY)
-0.225 kN/m-0.112 kN/m-0.112 kN/m(GY)
-0.184 kN/m
-0.501 kN/m(GY)-0.501 kN/m
-0.252 kN/m-0.134 kN/m
-0.306 kN/m(GY)-0.306 kN/m(GY)
-0.306 kN/m-0.288 kN/m(GY)
-0.288 kN/m-0.288 kN/m(GY)-0.288 kN/m-0.288 kN/m(GY)-0.225 kN/m(GY)
-0.225 kN/m
-0.668 kN/m(GY)-0.737 kN/m-0.737 kN/m(GY)
-0.356 kN/m(GY)
-0.501 kN/m-0.501 kN/m(GY)-0.501 kN/m-0.614 kN/m
-0.112 kN/m(GY)-0.112 kN/m
-0.112 kN/m
2*-0.675 kN/m2*-0.675 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)-1.053 kN/m-1.053 kN/m(GY)-1.003 kN/m
-0.393 kN/m-0.393 kN/m(GY)
-0.306 kN/m-0.306 kN/m(GY)
-0.306 kN/m-0.306 kN/m(GY)
-0.112 kN/m-0.112 kN/m(GY)
-0.112 kN/m-0.112 kN/m(GY)-0.501 kN/m-0.501 kN/m(GY)
-0.501 kN/m-0.501 kN/m(GY)
-0.178 kN/m(GY)-0.178 kN/m(GY)
-0.668 kN/m(GY)
-0.356 kN/m(GY)
-0.178 kN/m-0.178 kN/m(GY)
-0.473 kN/m-0.225 kN/m(GY)
-0.225 kN/m
-0.871 kN/m
-0.288 kN/m(GY)-0.288 kN/m
-0.288 kN/m
-0.614 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY)
-0.356 kN/m-0.112 kN/m(GY)
-0.112 kN/m-0.178 kN/m(GY)-0.178 kN/m
-1.053 kN/m-1.053 kN/m(GY)-1.003 kN/m(GY)
-0.501 kN/m-0.501 kN/m(GY)
-0.178 kN/m(GY)-0.178 kN/m
-0.178 kN/m
-1.053 kN/m(GY)-0.871 kN/m(GY)
-1.053 kN/m
-0.288 kN/m(GY)-0.288 kN/m
-0.306 kN/m(GY)-0.288 kN/m(GY)
-0.356 kN/m(GY)
-0.112 kN/m(GY)-0.112 kN/m-0.112 kN/m(GY)-0.178 kN/m-0.178 kN/m(GY)
2*-0.112 kN/m2*-0.112 kN/m(GY)-0.178 kN/m(GY)-0.178 kN/m-0.178 kN/m(GY)
-0.225 kN/m(GY)
-0.675 kN/m-0.675 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY)
-1.053 kN/m(GY)
-0.288 kN/m(GY)
-0.473 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)
-0.225 kN/m(GY)
-0.225 kN/m
2*-0.675 kN/m2*-0.675 kN/m(GY)
-0.479 kN/m-0.479 kN/m(GY)-0.479 kN/m(GY)-0.479 kN/m-0.306 kN/m-0.306 kN/m(GY)-0.306 kN/m-0.306 kN/m(GY)
-0.306 kN/m-0.288 kN/m(GY)
-0.288 kN/m-0.288 kN/m
-1.053 kN/m(GY)-1.053 kN/m(GY)
-0.871 kN/m
-0.288 kN/m(GY)-0.288 kN/m
-0.112 kN/m-0.112 kN/m(GY)
-0.112 kN/m-0.112 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)
-0.675 kN/m-0.675 kN/m(GY)
-0.675 kN/m-0.675 kN/m(GY)-0.112 kN/m-0.112 kN/m(GY)
-0.112 kN/m-0.112 kN/m(GY)
-0.479 kN/m(GY)-0.288 kN/m-0.288 kN/m(GY)
-0.871 kN/m(GY)
-0.288 kN/m(GY)-0.288 kN/m-0.288 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)-1.053 kN/m-1.053 kN/m(GY)
-0.656 kN/m
-0.225 kN/m(GY)
-0.225 kN/m-0.473 kN/m
-0.479 kN/m(GY)-0.479 kN/m
-0.225 kN/m(GY)
-0.225 kN/m(GY)
-0.675 kN/m-0.675 kN/m(GY)
-0.675 kN/m-0.675 kN/m(GY)
-0.112 kN/m-0.112 kN/m(GY)
2*-1.053 kN/m2*-1.053 kN/m(GY)
2*-1.053 kN/m2*-1.053 kN/m(GY)
-0.656 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)
-0.225 kN/m(GY)
-0.225 kN/m(GY)
-0.225 kN/m
-0.675 kN/m-0.675 kN/m(GY)-0.473 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)
-0.479 kN/m(GY)
-0.479 kN/m -0.225 kN/m-0.225 kN/m(GY)
-0.479 kN/m-0.479 kN/m(GY)
-0.479 kN/m-0.479 kN/m(GY)
-1.053 kN/m(GY)-1.053 kN/m(GY)
-1.053 kN/m
-0.656 kN/m-0.479 kN/m(GY)
-0.479 kN/m
-1.053 kN/m(GY)
-0.656 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)
-0.479 kN/m(GY)
-0.479 kN/m-0.479 kN/m(GY)
-1.053 kN/m-1.053 kN/m(GY)-1.053 kN/m
-0.225 kN/m-0.225 kN/m(GY)
-0.479 kN/m-0.479 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)-0.225 kN/m-0.225 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)-0.225 kN/m-0.225 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.225 kN/m-0.225 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)
-0.450 kN/m-0.450 kN/m(GY)-0.150 kN/m
-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)
-0.150 kN/m
-7.500 kN-7.500 kN
-12.000 kN-12.000 kN
-18.750 kN-12.000 kN
-12.000 kN
-70.000 kN
-18.750 kN
-18.750 kN
-18.750 kN
-70.000 kN-70.000 kN
-70.000 kN
67 | P a g e
Live Load on the Second Floor (LVL 364.75M)
Seismic Load in X direction
-3.569 kN/m-3.569 kN/m(GY)-4.095 kN/m-4.095 kN/m(GY)
-3.125 kN/m-3.586 kN/m-3.410 kN/m-3.410 kN/m(GY)-3.410 kN/m(GY)-3.125 kN/m(GY)-3.410 kN/m-3.586 kN/m(GY)-4.095 kN/m-4.095 kN/m(GY)
-2.308 kN/m
-1.219 kN/m(GY)
-3.566 kN/m-3.566 kN/m(GY)
-1.400 kN/m(GY)
-3.400 kN/m-3.400 kN/m(GY)-3.400 kN/m-3.400 kN/m(GY)-3.400 kN/m-3.400 kN/m(GY)-3.750 kN/m-3.750 kN/m(GY) -3.410 kN/m(GY)-3.410 kN/m(GY)
-2.365 kN/m-2.308 kN/m(GY)
-1.219 kN/m-1.400 kN/m-2.365 kN/m(GY)
-2.365 kN/m
-3.750 kN/m-3.750 kN/m(GY)-3.750 kN/m-3.750 kN/m(GY)-3.410 kN/m-3.410 kN/m(GY)-3.410 kN/m-3.410 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)
-3.410 kN/m(GY)
-2.160 kN/m(GY)-2.785 kN/m-2.785 kN/m(GY)
-1.400 kN/m(GY)
-3.400 kN/m-3.400 kN/m(GY)-3.400 kN/m-3.400 kN/m(GY)
-0.746 kN/m(GY)
-2.182 kN/m-2.182 kN/m(GY)-2.365 kN/m(GY)-3.400 kN/m-3.400 kN/m(GY)
-1.025 kN/m
-2.785 kN/m(GY)-2.785 kN/m-2.785 kN/m
-4.095 kN/m-4.095 kN/m(GY)
-1.700 kN/m-1.700 kN/m(GY)-1.250 kN/m-1.250 kN/m(GY)-1.250 kN/m -1.250 kN/m(GY)
-3.410 kN/m
-2.160 kN/m-1.250 kN/m(GY)-1.250 kN/m
-3.750 kN/m-3.750 kN/m(GY)-3.750 kN/m-3.750 kN/m(GY)
-1.250 kN/m-0.625 kN/m-0.625 kN/m(GY)
-1.025 kN/m
-2.785 kN/m(GY)-2.785 kN/m
-1.400 kN/m-0.746 kN/m
-1.700 kN/m(GY)-1.700 kN/m(GY)
-1.700 kN/m-1.600 kN/m(GY)
-1.600 kN/m-1.600 kN/m(GY)-1.600 kN/m-1.600 kN/m(GY)-1.250 kN/m(GY)
-1.250 kN/m
-3.714 kN/m(GY)-4.095 kN/m-4.095 kN/m(GY)
-1.980 kN/m(GY)
-2.785 kN/m-2.785 kN/m(GY)-2.785 kN/m-3.410 kN/m
-0.625 kN/m(GY)-0.625 kN/m
-0.625 kN/m
2*-3.750 kN/m2*-3.750 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)-5.850 kN/m-5.850 kN/m(GY)-5.570 kN/m
-2.183 kN/m-2.183 kN/m(GY)
-1.700 kN/m-1.700 kN/m(GY)
-1.700 kN/m-1.700 kN/m(GY)
-0.625 kN/m-0.625 kN/m(GY)
-0.625 kN/m-0.625 kN/m(GY)-2.785 kN/m-2.785 kN/m(GY)
-2.785 kN/m-2.785 kN/m(GY)
-0.990 kN/m(GY)-0.990 kN/m(GY)
-3.714 kN/m(GY)
-1.980 kN/m(GY)
-0.990 kN/m-0.990 kN/m(GY)
-2.630 kN/m-1.250 kN/m(GY)
-1.250 kN/m
-4.840 kN/m
-1.600 kN/m(GY)-1.600 kN/m
-1.600 kN/m
-3.410 kN/m(GY)-3.750 kN/m-3.750 kN/m(GY)-3.750 kN/m-3.750 kN/m(GY)
-1.980 kN/m-0.625 kN/m(GY)
-0.625 kN/m-0.990 kN/m(GY)-0.990 kN/m
-5.850 kN/m-5.850 kN/m(GY)-5.570 kN/m(GY)
-2.785 kN/m-2.785 kN/m(GY)
-0.990 kN/m(GY)-0.990 kN/m
-0.990 kN/m
-5.850 kN/m(GY)
-4.840 kN/m(GY)
-5.850 kN/m
-1.600 kN/m(GY)-1.600 kN/m
-1.700 kN/m(GY)-1.600 kN/m(GY)
-1.980 kN/m(GY)
-0.625 kN/m(GY)-0.625 kN/m-0.625 kN/m(GY)-0.990 kN/m-0.990 kN/m(GY)
2*-0.625 kN/m2*-0.625 kN/m(GY)-0.990 kN/m(GY)-0.990 kN/m-0.990 kN/m(GY)
-1.250 kN/m(GY)
-3.750 kN/m-3.750 kN/m(GY)-3.750 kN/m-3.750 kN/m(GY)
-5.850 kN/m(GY)
-1.600 kN/m(GY)
-2.630 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)
-1.250 kN/m(GY)
-1.250 kN/m
2*-3.750 kN/m2*-3.750 kN/m(GY)
-2.660 kN/m-2.660 kN/m(GY)-2.660 kN/m(GY)-2.660 kN/m-1.700 kN/m-1.700 kN/m(GY)-1.700 kN/m-1.700 kN/m(GY)
-1.700 kN/m-1.600 kN/m(GY)
-1.600 kN/m-1.600 kN/m
-5.850 kN/m(GY)-5.850 kN/m(GY)
-4.840 kN/m
-1.600 kN/m(GY)-1.600 kN/m
-0.625 kN/m-0.625 kN/m(GY)
-0.625 kN/m-0.625 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)
-3.750 kN/m-3.750 kN/m(GY)
-3.750 kN/m-3.750 kN/m(GY)
-0.625 kN/m-0.625 kN/m(GY)
-0.625 kN/m-0.625 kN/m(GY)
-2.660 kN/m(GY)-1.600 kN/m-1.600 kN/m(GY)
-4.840 kN/m(GY)
-1.600 kN/m(GY)-1.600 kN/m-1.600 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)-5.850 kN/m-5.850 kN/m(GY)
-3.645 kN/m
-1.250 kN/m(GY)
-1.250 kN/m
-2.630 kN/m-2.660 kN/m(GY)
-2.660 kN/m-1.250 kN/m(GY)
-1.250 kN/m(GY)
-3.750 kN/m-3.750 kN/m(GY)
-3.750 kN/m-3.750 kN/m(GY)
-0.625 kN/m-0.625 kN/m(GY)
2*-5.850 kN/m2*-5.850 kN/m(GY)
2*-5.850 kN/m2*-5.850 kN/m(GY)
-3.645 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)
-1.250 kN/m(GY)
-1.250 kN/m(GY)
-1.250 kN/m
-3.750 kN/m-3.750 kN/m(GY)-2.630 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)
-2.660 kN/m(GY)
-2.660 kN/m-1.250 kN/m-1.250 kN/m(GY)
-2.660 kN/m-2.660 kN/m(GY)
-2.660 kN/m-2.660 kN/m(GY)
-5.850 kN/m(GY)-5.850 kN/m(GY)
-5.850 kN/m
-3.645 kN/m-2.660 kN/m(GY)
-2.660 kN/m
-5.850 kN/m(GY)
-3.645 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)
-2.660 kN/m(GY)
-2.660 kN/m-2.660 kN/m(GY)
-5.850 kN/m-5.850 kN/m(GY)-5.850 kN/m
-1.250 kN/m-1.250 kN/m(GY)
-2.660 kN/m-2.660 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)-1.250 kN/m-1.250 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)-1.250 kN/m-1.250 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
-1.250 kN/m-1.250 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)
-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)
2.250 kN2.250 kN2.250 kN2.250 kN
2.250 kN2.250 kN2.250 kN2.250 kN
2.250 kN2.250 kN5.000 kN5.000 kN
2.250 kN2.250 kN
-50.000 kN
2.250 kN2.250 kN
2.250 kN2.250 kN
5.000 kN5.000 kN
5.000 kN5.000 kN
5.000 kN5.000 kN
0.069 kN0.219 kN0.086 kN
0.105 kN
0.016 kN
0.074 kN0.042 kN
0.047 kN
0.074 kN0.069 kN
0.018 kN
0.066 kN0.219 kN
0.186 kN0.052 kN
0.105 kN0.086 kN
0.586 kN
0.105 kN
0.065 kN
0.086 kN
2.077 kN
0.219 kN0.066 kN0.074 kN
0.065 kN
0.042 kN0.074 kN
0.030 kN
0.069 kN
0.171 kN
0.926 kN
0.661 kN
0.060 kN
0.105 kN
0.050 kN 0.926 kN0.939 kN
2.076 kN
0.047 kN
0.050 kN
0.042 kN
0.077 kN
0.007 kN
2.070 kN
0.086 kN
0.545 kN
0.050 kN 0.939 kN
0.015 kN0.003 kN
0.042 kN
0.034 kN
0.027 kN
0.618 kN
0.219 kN
0.163 kN 0.029 kN
0.006 kN
0.181 kN
0.007 kN
0.089 kN
0.050 kN
0.042 kN
0.050 kN
0.014 kN0.014 kN
0.069 kN
0.637 kN
0.034 kN
0.027 kN
0.098 kN 0.075 kN
0.027 kN
0.003 kN 0.004 kN
0.042 kN
0.034 kN
0.058 kN
0.031 kN0.006 kN0.004 kN
1.342 kN
0.050 kN
0.004 kN0.003 kN
0.027 kN
0.021 kN
0.069 kN
0.017 kN
0.007 kN
0.618 kN
2.069 kN
0.006 kN 0.031 kN
0.034 kN
0.027 kN
0.427 kN
0.004 kN
0.063 kN
0.001 kN
0.081 kN
0.002 kN
0.016 kN
0.021 kN
0.004 kN
0.435 kN
0.008 kN 0.068 kN0.008 kN
0.542 kN0.637 kN
0.021 kN
0.004 kN
0.027 kN
0.021 kN
0.005 kN
0.013 kN
0.006 kN 0.004 kN0.010 kN
0.060 kN 0.026 kN0.071 kN
0.016 kN
0.025 kN0.433 kN
0.029 kN
0.006 kN0.009 kN0.006 kN 0.070 kN
0.437 kN
0.005 kN 0.004 kN0.003 kN0.008 kN
0.007 kN
0.016 kN
0.021 kN
0.159 kN0.012 kN
0.004 kN
0.026 kN0.046 kN
0.004 kN
0.051 kN
0.006 kN0.005 kN 0.069 kN0.003 kN
0.015 kN
0.004 kN
0.016 kN
0.028 kN
0.003 kN0.004 kN0.006 kN
0.206 kN
0.004 kN0.003 kN
0.062 kN
0.003 kN0.003 kN
0.210 kN
0.004 kN0.003 kN
0.055 kN
0.001 kN0.002 kN0.004 kN0.004 kN 0.003 kN0.005 kN 0.021 kN
0.043 kN
0.002 kN
0 kN
0.004 kN0 kN0.006 kN 0.002 kN0.003 kN0.003 kN0.022 kN0.003 kN 0.021 kN0.005 kN 0.011 kN0.003 kN
0.007 kN
0.059 kN
0.004 kN0.005 kN 0.003 kN0.021 kN0.007 kN 0.004 kN0.005 kN0.007 kN
0 kN
0.013 kN
Load 1X
Y
Z
68 | P a g e
Seismic Load in -X direction
Seismic Load in Z direction
-0.069 kN-0.219 kN-0.086 kN
-0.105 kN
-0.016 kN
-0.074 kN-0.042 kN
-0.047 kN
-0.074 kN-0.069 kN
-0.018 kN
-0.066 kN-0.219 kN
-0.186 kN-0.052 kN
-0.105 kN-0.086 kN
-0.586 kN
-0.105 kN
-0.065 kN
-0.086 kN
-2.077 kN
-0.219 kN-0.066 kN-0.074 kN
-0.065 kN
-0.042 kN-0.074 kN
-0.030 kN
-0.069 kN
-0.171 kN
-0.926 kN
-0.661 kN
-0.060 kN
-0.105 kN
-0.050 kN
-0.926 kN-0.939 kN
-2.076 kN
-0.047 kN
-0.050 kN
-0.042 kN
-0.077 kN
-0.007 kN
-2.070 kN
-0.086 kN
-0.545 kN
-0.050 kN
-0.939 kN
-0.015 kN-0.003 kN
-0.042 kN
-0.034 kN
-0.027 kN
-0.618 kN
-0.219 kN
-0.163 kN -0.029 kN
-0.006 kN
-0.181 kN
-0.007 kN
-0.089 kN
-0.050 kN
-0.042 kN
-0.050 kN
-0.014 kN-0.014 kN
-0.069 kN
-0.637 kN
-0.034 kN
-0.027 kN
-0.098 kN -0.075 kN
-0.027 kN
-0.003 kN -0.004 kN
-0.042 kN
-0.034 kN
-0.058 kN
-0.031 kN-0.006 kN-0.004 kN
-1.342 kN
-0.050 kN
-0.004 kN-0.003 kN
-0.027 kN
-0.021 kN
-0.069 kN
-0.017 kN
-0.007 kN
-0.618 kN
-2.069 kN
-0.006 kN -0.031 kN
-0.034 kN
-0.027 kN
-0.427 kN
-0.004 kN
-0.063 kN
-0.001 kN
-0.081 kN
-0.002 kN
-0.016 kN
-0.021 kN
-0.004 kN
-0.435 kN
-0.008 kN -0.068 kN-0.008 kN
-0.542 kN-0.637 kN
-0.021 kN
-0.004 kN
-0.027 kN
-0.021 kN
-0.005 kN
-0.013 kN
-0.006 kN -0.004 kN-0.010 kN
-0.060 kN -0.026 kN-0.071 kN
-0.016 kN
-0.025 kN-0.433 kN
-0.029 kN
-0.006 kN-0.009 kN-0.006 kN -0.070 kN
-0.437 kN
-0.005 kN -0.004 kN-0.003 kN-0.008 kN
-0.007 kN
-0.016 kN
-0.021 kN
-0.159 kN-0.012 kN
-0.004 kN
-0.026 kN-0.046 kN
-0.004 kN
-0.051 kN
-0.006 kN-0.005 kN -0.069 kN-0.003 kN
-0.015 kN
-0.004 kN
-0.016 kN
-0.028 kN
-0.003 kN-0.004 kN-0.006 kN
-0.206 kN
-0.004 kN-0.003 kN
-0.062 kN
-0.003 kN-0.003 kN
-0.210 kN
-0.004 kN-0.003 kN
-0.055 kN
-0.001 kN-0.002 kN-0.004 kN-0.004 kN -0.003 kN-0.005 kN -0.021 kN
-0.043 kN
-0.002 kN
0 kN
-0.004 kN0 kN-0.006 kN -0.002 kN-0.003 kN-0.003 kN-0.022 kN-0.003 kN -0.021 kN-0.005 kN -0.011 kN-0.003 kN
-0.007 kN
-0.059 kN
-0.004 kN-0.005 kN -0.003 kN-0.021 kN-0.007 kN -0.004 kN-0.005 kN-0.007 kN
0 kN
-0.013 kN
Load 2X
Y
Z
0.069 kN0.219 kN0.086 kN
0.105 kN
0.016 kN
0.074 kN0.042 kN
0.047 kN
0.074 kN0.069 kN
0.018 kN
0.066 kN0.219 kN
0.186 kN0.052 kN
0.105 kN0.086 kN
0.586 kN
0.105 kN
0.065 kN
0.086 kN2.077 kN
0.219 kN0.066 kN0.074 kN
0.065 kN
0.042 kN0.074 kN
0.030 kN
0.069 kN
0.171 kN
0.926 kN
0.661 kN
0.060 kN
0.105 kN
0.050 kN
0.926 kN0.939 kN
2.076 kN
0.047 kN
0.050 kN
0.042 kN
0.077 kN
0.007 kN
2.070 kN
0.086 kN
0.545 kN
0.050 kN
0.939 kN
0.015 kN0.003 kN
0.042 kN
0.034 kN
0.027 kN
0.618 kN
0.219 kN
0.163 kN0.029 kN
0.006 kN
0.181 kN
0.007 kN
0.089 kN
0.050 kN
0.042 kN
0.050 kN
0.014 kN0.014 kN
0.069 kN
0.637 kN
0.034 kN
0.027 kN
0.098 kN 0.075 kN
0.027 kN
0.003 kN 0.004 kN
0.042 kN
0.034 kN
0.058 kN
0.031 kN0.006 kN0.004 kN
1.342 kN
0.050 kN
0.004 kN0.003 kN
0.027 kN
0.021 kN
0.069 kN
0.017 kN
0.007 kN
0.618 kN
2.069 kN
0.006 kN 0.031 kN
0.034 kN
0.027 kN
0.427 kN
0.004 kN
0.063 kN
0.001 kN
0.081 kN
0.002 kN
0.016 kN
0.021 kN
0.004 kN
0.435 kN
0.008 kN 0.068 kN0.008 kN
0.542 kN0.637 kN
0.021 kN
0.004 kN
0.027 kN
0.021 kN
0.005 kN
0.013 kN
0.006 kN 0.004 kN0.010 kN
0.060 kN 0.026 kN0.071 kN
0.016 kN
0.025 kN
0.433 kN
0.029 kN
0.006 kN0.009 kN0.006 kN 0.070 kN
0.437 kN
0.005 kN 0.004 kN0.003 kN0.008 kN
0.007 kN
0.016 kN
0.021 kN
0.159 kN0.012 kN
0.004 kN
0.026 kN0.046 kN
0.004 kN
0.051 kN
0.006 kN0.005 kN 0.069 kN0.003 kN
0.015 kN
0.004 kN
0.016 kN
0.028 kN
0.003 kN0.004 kN0.006 kN
0.206 kN
0.004 kN0.003 kN
0.062 kN
0.003 kN0.003 kN
0.210 kN
0.004 kN0.003 kN
0.055 kN
0.001 kN0.002 kN0.004 kN0.004 kN 0.003 kN0.005 kN 0.021 kN
0.043 kN
0.002 kN
0 kN
0.004 kN0 kN0.006 kN 0.002 kN0.003 kN0.003 kN0.022 kN0.003 kN 0.021 kN0.005 kN 0.011 kN0.003 kN
0.007 kN
0.059 kN
0.004 kN0.005 kN 0.003 kN0.021 kN0.007 kN 0.004 kN0.005 kN0.007 kN
0 kN
0.013 kN
Load 3X
Y
Z
69 | P a g e
Seismic Load in -Z direction
Wind Load in X direction
-0.069 kN-0.219 kN
-0.086 kN-0.105 kN
-0.016 kN
-0.074 kN-0.042 kN
-0.047 kN
-0.074 kN-0.069 kN
-0.018 kN
-0.066 kN-0.219 kN
-0.186 kN-0.052 kN
-0.105 kN-0.086 kN
-0.586 kN
-0.105 kN
-0.065 kN
-0.086 kN
-2.077 kN
-0.219 kN-0.066 kN-0.074 kN
-0.065 kN
-0.042 kN-0.074 kN
-0.030 kN
-0.069 kN
-0.171 kN
-0.926 kN
-0.661 kN
-0.060 kN
-0.105 kN
-0.050 kN
-0.926 kN-0.939 kN
-2.076 kN
-0.047 kN
-0.050 kN
-0.042 kN
-0.077 kN
-0.007 kN
-2.070 kN
-0.086 kN
-0.545 kN
-0.050 kN
-0.939 kN
-0.015 kN-0.003 kN
-0.042 kN
-0.034 kN
-0.027 kN
-0.618 kN
-0.219 kN
-0.163 kN-0.029 kN
-0.006 kN
-0.181 kN
-0.007 kN
-0.089 kN
-0.050 kN
-0.042 kN
-0.050 kN
-0.014 kN-0.014 kN
-0.069 kN
-0.637 kN
-0.034 kN
-0.027 kN
-0.098 kN -0.075 kN
-0.027 kN
-0.003 kN -0.004 kN
-0.042 kN
-0.034 kN
-0.058 kN
-0.031 kN-0.006 kN-0.004 kN
-1.342 kN
-0.050 kN
-0.004 kN-0.003 kN
-0.027 kN
-0.021 kN
-0.069 kN
-0.017 kN
-0.007 kN
-0.618 kN
-2.069 kN
-0.006 kN -0.031 kN
-0.034 kN
-0.027 kN
-0.427 kN
-0.004 kN
-0.063 kN
-0.001 kN
-0.081 kN
-0.002 kN
-0.016 kN
-0.021 kN
-0.004 kN
-0.435 kN
-0.008 kN -0.068 kN-0.008 kN
-0.542 kN-0.637 kN
-0.021 kN
-0.004 kN
-0.027 kN
-0.021 kN
-0.005 kN
-0.013 kN
-0.006 kN -0.004 kN-0.010 kN
-0.060 kN -0.026 kN-0.071 kN
-0.016 kN
-0.025 kN
-0.433 kN
-0.029 kN
-0.006 kN-0.009 kN-0.006 kN -0.070 kN
-0.437 kN
-0.005 kN -0.004 kN-0.003 kN-0.008 kN
-0.007 kN
-0.016 kN
-0.021 kN
-0.159 kN-0.012 kN
-0.004 kN
-0.026 kN-0.046 kN
-0.004 kN
-0.051 kN
-0.006 kN-0.005 kN -0.069 kN-0.003 kN
-0.015 kN
-0.004 kN
-0.016 kN
-0.028 kN
-0.003 kN-0.004 kN-0.006 kN
-0.206 kN
-0.004 kN-0.003 kN
-0.062 kN
-0.003 kN-0.003 kN
-0.210 kN
-0.004 kN-0.003 kN
-0.055 kN
-0.001 kN-0.002 kN-0.004 kN-0.004 kN -0.003 kN-0.005 kN -0.021 kN
-0.043 kN
-0.002 kN
0 kN
-0.004 kN0 kN-0.006 kN -0.002 kN-0.003 kN-0.003 kN-0.022 kN-0.003 kN -0.021 kN-0.005 kN -0.011 kN-0.003 kN
-0.007 kN
-0.059 kN
-0.004 kN-0.005 kN -0.003 kN-0.021 kN-0.007 kN -0.004 kN-0.005 kN-0.007 kN
0 kN
-0.013 kN
Load 4X
Y
Z
0.100 kN/m
0.100 kN/m
0.156 kN/m
0.100 kN/m
0.156 kN/m0.156 kN/m
0.100 kN/m0.100 kN/m
0.100 kN/m
0.156 kN/m0.156 kN/m
0.100 kN/m0.100 kN/m0.100 kN/m
0.100 kN/m
0.156 kN/m
0.156 kN/m
0.094 kN/m
0.100 kN/m
0.100 kN/m0.100 kN/m
0.156 kN/m
0.094 kN/m
0.100 kN/m
0.156 kN/m
0.047 kN/m0.047 kN/m
0.156 kN/m
0.100 kN/m
0.016 kN/m
0.047 kN/m
0.156 kN/m
0.100 kN/m
0.047 kN/m
0.156 kN/m
0.047 kN/m
0.016 kN/m0.047 kN/m
0.156 kN/m
0.047 kN/m
0.047 kN/m
0.156 kN/m
0.016 kN/m
0.094 kN/m
0.047 kN/m
0.156 kN/m
0.047 kN/m
0.156 kN/m0.156 kN/m
0.047 kN/m
0.156 kN/m
0.016 kN/m
0.156 kN/m
0.047 kN/m
0.094 kN/m
0.047 kN/m
0.156 kN/m
0.156 kN/m
0.047 kN/m
0.156 kN/m
0.016 kN/m
0.156 kN/m
0.047 kN/m
0.156 kN/m
0.156 kN/m
0.047 kN/m
0.047 kN/m
0.016 kN/m
0.156 kN/m
0.047 kN/m0.047 kN/m
0.047 kN/m
0.016 kN/m
0.056 kN/m
0.056 kN/m
0.156 kN/m
0.047 kN/m
0.156 kN/m
0.156 kN/m0.056 kN/m
0.056 kN/m
0.056 kN/m0.156 kN/m
0.056 kN/m
0.056 kN/m
0.156 kN/m
0.056 kN/m
0.156 kN/m
0.080 kN0.170 kN
0.080 kN-0.170 kN
0.080 kN0.170 kN
0.080 kN-0.170 kN
0.150 kN0.150 kN
0.620 kN
0.150 kN
-0.620 kN
0.150 kN
Load 7X
Y
Z
70 | P a g e
Wind Load in -X direction
Wind Load in Z direction
0.100 kN/m
0.100 kN/m
-0.156 kN/m
0.100 kN/m
0.100 kN/m
-0.156 kN/m
0.100 kN/m
0.100 kN/m
-0.156 kN/m
0.100 kN/m0.100 kN/m0.100 kN/m
0.100 kN/m
-0.156 kN/m
-0.156 kN/m
-0.094 kN/m
0.100 kN/m
0.100 kN/m0.100 kN/m
-0.094 kN/m
0.100 kN/m
-0.156 kN/m
-0.156 kN/m
0.100 kN/m
-0.047 kN/m
0.100 kN/m
-0.047 kN/m
-0.156 kN/m
-0.016 kN/m-0.047 kN/m-0.047 kN/m
-0.047 kN/m
-0.016 kN/m
-0.094 kN/m
-0.047 kN/m
-0.156 kN/m
-0.047 kN/m
-0.094 kN/m
-0.047 kN/m
-0.016 kN/m-0.047 kN/m
-0.094 kN/m
-0.047 kN/m
-0.156 kN/m
-0.156 kN/m
-0.047 kN/m
-0.016 kN/m
-0.156 kN/m-0.156 kN/m
-0.047 kN/m
-0.156 kN/m
-0.047 kN/m
-0.047 kN/m
-0.016 kN/m-0.047 kN/m-0.047 kN/m
-0.047 kN/m
-0.016 kN/m-0.047 kN/m
-0.056 kN/m
-0.056 kN/m
-0.156 kN/m
-0.047 kN/m
-0.156 kN/m
-0.047 kN/m
-0.016 kN/m
-0.156 kN/m
-0.047 kN/m
-0.156 kN/m
-0.156 kN/m-0.056 kN/m
-0.056 kN/m
-0.156 kN/m-0.056 kN/m-0.156 kN/m
-0.156 kN/m-0.156 kN/m
-0.056 kN/m
-0.056 kN/m
-0.156 kN/m
-0.156 kN/m
-0.056 kN/m
-0.156 kN/m
-0.080 kN-0.170 kN-0.080 kN
0.170 kN
-0.080 kN-0.170 kN-0.080 kN
0.170 kN
-0.150 kN-0.150 kN
-0.620 kN
-0.150 kN
0.620 kN
-0.150 kN
Load 9X
Y
Z
0.100 kN/m
0.100 kN/m
0.156 kN/m
0.100 kN/m
0.100 kN/m0.100 kN/m
0.100 kN/m0.100 kN/m0.100 kN/m0.100 kN/m
0.100 kN/m
0.156 kN/m
0.156 kN/m
0.094 kN/m
0.100 kN/m
0.100 kN/m0.100 kN/m
0.094 kN/m
0.100 kN/m
0.156 kN/m
0.156 kN/m
0.100 kN/m
0.156 kN/m
0.100 kN/m
0.156 kN/m
0.047 kN/m0.047 kN/m
0.016 kN/m0.047 kN/m0.047 kN/m
0.047 kN/m
0.094 kN/m
0.016 kN/m
0.156 kN/m
0.047 kN/m
0.047 kN/m0.047 kN/m
0.156 kN/m0.094 kN/m
0.016 kN/m
0.156 kN/m
0.156 kN/m
0.047 kN/m
0.047 kN/m0.047 kN/m
0.156 kN/m0.156 kN/m
0.156 kN/m
0.016 kN/m
0.156 kN/m 0.156 kN/m
0.047 kN/m
0.047 kN/m0.047 kN/m
0.156 kN/m
0.016 kN/m0.047 kN/m
0.047 kN/m
0.047 kN/m
0.156 kN/m0.056 kN/m
0.016 kN/m
0.056 kN/m
0.156 kN/m
0.156 kN/m
0.156 kN/m
0.047 kN/m
0.047 kN/m
0.047 kN/m
0.156 kN/m
0.156 kN/m
0.156 kN/m
0.016 kN/m
0.047 kN/m
0.156 kN/m
0.156 kN/m0.056 kN/m
0.156 kN/m
0.056 kN/m
0.156 kN/m
0.156 kN/m
0.056 kN/m 0.156 kN/m0.156 kN/m0.156 kN/m0.156 kN/m
0.056 kN/m
0.156 kN/m
0.056 kN/m
0.156 kN/m
0.156 kN/m
0.056 kN/m
0.156 kN/m
0.080 kN-0.170 kN0.080 kN
-0.170 kN0.080 kN
0.170 kN
0.080 kN
0.170 kN
0.150 kN
-0.620 kN
0.150 kN0.150 kN0.150 kN
0.620 kN
Load 8X
Y
Z
71 | P a g e
Wind Load in -Z direction
0.100 kN/m
0.100 kN/m
-0.156 kN/m
0.100 kN/m
-0.094 kN/m
0.100 kN/m0.100 kN/m
0.100 kN/m
-0.156 kN/m
0.100 kN/m0.100 kN/m0.100 kN/m
0.100 kN/m
-0.156 kN/m-0.156 kN/m
-0.156 kN/m
-0.094 kN/m
-0.156 kN/m
0.100 kN/m
0.100 kN/m0.100 kN/m
-0.094 kN/m
-0.156 kN/m
0.100 kN/m
-0.156 kN/m
-0.047 kN/m-0.047 kN/m
-0.156 kN/m
-0.016 kN/m
-0.156 kN/m
0.100 kN/m
-0.156 kN/m
-0.156 kN/m
-0.047 kN/m-0.047 kN/m
-0.047 kN/m
0.100 kN/m
-0.156 kN/m
-0.016 kN/m-0.047 kN/m
-0.047 kN/m-0.047 kN/m
-0.094 kN/m
-0.016 kN/m
-0.156 kN/m
-0.094 kN/m
-0.156 kN/m
-0.047 kN/m
-0.047 kN/m-0.047 kN/m-0.016 kN/m
-0.156 kN/m
-0.047 kN/m
-0.047 kN/m-0.047 kN/m
-0.094 kN/m-0.156 kN/m
-0.016 kN/m
-0.156 kN/m
-0.156 kN/m
-0.047 kN/m
-0.047 kN/m
-0.047 kN/m
-0.156 kN/m
-0.156 kN/m
-0.016 kN/m-0.047 kN/m
-0.047 kN/m
-0.047 kN/m-0.016 kN/m
-0.156 kN/m
-0.047 kN/m
-0.056 kN/m
-0.056 kN/m
-0.156 kN/m
-0.156 kN/m
-0.156 kN/m-0.056 kN/m
-0.056 kN/m
-0.056 kN/m-0.156 kN/m
-0.056 kN/m
-0.056 kN/m
-0.156 kN/m
-0.056 kN/m
-0.156 kN/m
-0.080 kN0.170 kN
-0.080 kN0.170 kN
-0.080 kN
-0.170 kN-0.080 kN
-0.170 kN
-0.150 kN
0.620 kN
-0.150 kN-0.150 kN-0.150 kN
-0.620 kN
Load 10X
Y
Z
72 | P a g e
F. DESIGN OF FOUNDATION
Footing No. Foundation Geometry
Length Width Thickness
234 1.400 m 1.250 m 0.300 m
235 1.650 m 1.650 m 0.300 m
236 1.400 m 1.250 m 0.300 m
237 1.400 m 1.250 m 0.300 m
238 1.500 m 1.500 m 0.300 m
239 1.400 m 1.250 m 0.300 m
Footing No. Footing Reinforcement
Bottom
Reinforcement
(MZ)
Bottom
Reinforcement
(MX)
Top
Reinforcement
(MZ)
Top
Reinforcement
(MX)
234 T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c
235 T12 @ 190 mm c/c T12 @ 150 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c
236 T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c
237 T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c
238 T12 @ 195 mm c/c T12 @ 155 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c
239 T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c T12 @ 250 mm c/c
G. RESULTS AND CONCLUSION
The members are designed within the permissible limits and found OK. Also, deflections of
all the members are found to be within the allowable limits.
Hence, it may be concluded that the structural analysis and design of the structure is carried
out in compliance with the Specifications for Civil/Structural Design and is found to be
adequate from strength and serviceability point of view.
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SITE VISITS
VISIT TO GLOBE CINEMA, KOLKATA
1. Restrictions:
a. The location of the multiplex is very crowded. Therefore, there was very little
space available through which building materials and machinery could be
brought to the construction site.
b. The soil at the site had a very low bearing capacity.
c. The site was surrounded by buildings from three sides, thereby creating
inconveniences in foundation design and also during construction.
d. The proposed GA drawings did not have any propositions for any HVAC (Heating,
Ventilation and Air Conditioning) ducts and pipes, which were later demanded
by the client.
2. Selection of steel for constructing the structure:
a. Steel structures are suitable for soils having low bearing capacity.
b. Steel members enhance faster construction, making the low space not much of a
problem.
3. Increasing strength of the beams:
A metal deck was fixed over the
beams (SHS or RHS) using shear
studs. Further, RCC was laid over
the metal deck. Now, the whole
composite structure would act as a
T-beam.
74 | P a g e
4. Selection of SHS or RHS as beams:
The height from floor to floor was very low (i.e., around 3.125 m). If ISMB sections were
used for a span of 8.5 m, they would have required a depth of 600 mm. Hence, SHS or
RHS were used in a Vierendeel Truss arrangement.
5. Beam to Column Connections:
All connections were moment
connections. Thus, there was no
transfer of moment through
them. Only shear transfer was
possible. Moment connections
were provided by welding the
beams with the columns.
6. Column Sections:
Jindal sections were used as columns. They are prefabricated sections having almost
equal moments of inertia about both the axes. Jindal sections were chosen over ISMB
sections due to this property only.
7. Fulfillment of the HVAC demand:
The provision of the Vierendeel Truss
arrangement made the installation of
HVAC ducts and pipes possible in the
structure.
75 | P a g e
8. Space economic location of ticket counter:
The entry to the cinema hall was from the 3rd
floor and the exit from the 4th
floor. The
ticket counter had to be provided on the 3rd
floor below the sloping beams of the
seating of the cinema hall.
Special Mentions:
a. Globe Cinema is the 1st
composite structure in the world to use rectangular or square
hollow section as structural steel beams.
b. The structure was nominated among the top 10 structures for the Bentley Awards -
2015.
76 | P a g e
VISIT TO LIGHTHOUSE CINEMAHALL (CITIMART), KOLKATA
1. Situation:
a. The 70 year old building got burnt down a few months back
b. The major fire was caught on the top floors; and the roof truss was badly affected.
c. The building, which was previously a shopping mall, has to be restored with the
provision of (a possibility of) a cinema hall on the top two floors.
2. Restrictions:
a. As many as possible members have to be retained
b. The location of the cinema hall is very crowded. Therefore, there is a very little space
available through which building materials and machinery could be brought to the
construction site.
3. Roof Truss is damaged:
The source of fire was supposed to be near the top floor, which was hanging through
the roof truss. Therefore, the roof truss was completely deteriorated. The slabs suffered
high deflections.
77 | P a g e
4. New Design of Roof Truss:
The proposed designs of the roof truss are shown in the figures below:
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The restored building is proposed not to have a hanging roof. Rather, the load of both,
the roof and the truss will be transferred to the columns.
5. Beam to Column Connections:
Beam – column connections were riveted in the entire structure.
6. Laced Columns:
The columns were provided with laced members as shown in the following figure.
79 | P a g e
CONCLUSION
My six week industrial attachment with Basu Consulting Engineers has been one of the most
interesting, productive and learning experiences of my life. Through this internship, I have
gained new insights and a more comprehensive understanding about the real construction
conditions and practices. It has also improved my soft and functional skills.
During the six week period, I learnt about the design procedures and the different types of
industrial structures; I also learnt about the various aspects to be considered while
implementing the design on the construction site and the problems faced therein.
All these valuable experiences and learning that I gained were not only acquired through the
direct involvement in the tasks, but also through other aspects, such as work observation,
interaction with the staff: senior engineers and other people related to the field, etc. All of it
exposed me to some wonderful knowledge about civil engineering.
I would also like to mention that from what I have undergone, I am sure that the primary
objective of my industrial training programme has been successfully achieved. As a result, I feel
more confident in building my future career in civil engineering. And I am sure that this
internship will prove to be a milestone in my career and would always assist me in my growth in
the future.
