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SheetJob Number

Job Title

Client

Calcs by Checked by Date

Software Consultants (Pty) Ltd

Internet: http://www.prokon.com

E-Mail : [email protected]

Rectangular Slab Panel Design : C04

Input Data

�

Lx (m)

�

Ly (m)

�

Slab depth (mm)

�

deff X-dir (mm)

�

deff Y -dir (mm)

�

Poisson's ratio

�

fcu (MPa)

�

fy (MPa)

�

Density (kN/m3)

�

Self weight LF

e - time factor

�

(ACI318 :9.5.2.5)

�

1.00

�

1.00

�

200

�

170

�

170

�

0.2

�

25

�

490

�

24

�

1.4

�

2

�

Load Cases

�

Unfactored Loads

�

Unfactored Point Loads

�

Unfactored Line Loads

�

LC

�

No.

�

Load

�

fact

�

UDL

kN/m²

�

P

kN

�

x

m

�

y

m

�

L

kN/m

�

x1

m

�

y1

m

�

x2

m

�

y2

m

�

1

�

1.6

�

2

�

110

�

0.5

�

0.5

�

�

�

�

�

Sketch of slab

Ly=

1.0

0

Lx=1.00

X

Y

Load Case 1 (factored)Total UDL =9.920 kN/m²(Incl self Wt)

176.00 kN

BS8110 - 1997

SheetJob Number

Job Title

Client





Output

Wood-Armer Moments and reinforcement for each load case: Wood-Armer moments were calculated using the 'Wood & Armer' theory.

LOAD CASE 1 Position Wood-Armer Moments (kNm/m) Reinforcement (mm²/m) Top Bottom Top Bottom X (m) Y(m) X Y X Y X Y X Y

0.00 0.00 1.3 1.3 18.5 18.5 19 19 269 269 0.08 0.00 9.1 8.7 14.0 14.5 133 126 204 211 0.17 0.00 14.5 14.8 11.0 10.7 211 216 160 156 0.25 0.00 9.6 10.4 10.2 9.4 139 152 149 136 0.33 0.00 7.1 7.2 7.6 7.5 104 104 110 110 0.42 0.00 3.8 3.8 3.6 3.6 56 56 53 53 0.50 0.00 0.1 0.3 0.0 0.0 2 4 0 0 0.58 0.00 3.8 3.8 3.6 3.6 56 56 53 53 0.67 0.00 7.1 7.2 7.6 7.5 104 104 110 110 0.75 0.00 9.6 10.4 10.2 9.4 139 152 149 136 0.83 0.00 14.5 14.8 11.0 10.7 211 216 160 156 0.92 0.00 9.1 8.7 14.0 14.5 133 126 204 211 1.00 0.00 1.3 1.3 18.5 18.5 19 19 269 269 0.00 0.08 8.7 9.1 14.5 14.0 126 133 211 204 0.17 0.08 10.4 10.1 12.7 12.9 151 147 184 188 0.33 0.08 3.4 5.1 11.8 10.1 49 73 171 147 0.50 0.08 0.0 0.0 5.6 2.6 0 0 81 38 0.67 0.08 3.4 5.1 11.8 10.1 49 73 171 147 0.83 0.08 10.4 10.1 12.7 12.9 151 147 184 188 1.00 0.08 8.7 9.1 14.5 14.0 126 133 211 204 0.00 0.17 14.8 14.5 10.7 11.0 216 211 156 160 0.08 0.17 10.1 10.4 12.9 12.7 147 151 188 184 0.17 0.17 6.5 6.5 14.7 14.7 95 95 213 213 0.25 0.17 3.6 4.7 15.1 14.0 53 69 219 203 0.33 0.17 -0.0 2.3 16.1 12.9 0 34 233 187 0.42 0.17 0.0 0.0 13.8 9.0 0 0 201 131 0.50 0.17 0.0 0.0 11.2 5.0 0 0 163 72 0.58 0.17 0.0 0.0 13.8 9.0 0 0 201 131 0.67 0.17 -0.0 2.3 16.1 12.9 0 34 233 187 0.75 0.17 3.6 4.7 15.1 14.0 53 69 219 203 0.83 0.17 6.5 6.5 14.7 14.7 95 95 213 213 0.92 0.17 10.1 10.4 12.9 12.7 147 151 188 184 1.00 0.17 14.8 14.5 10.7 11.0 216 211 156 160 0.00 0.25 10.4 9.6 9.4 10.2 152 139 136 149 0.17 0.25 4.7 3.6 14.0 15.1 69 53 203 219 0.33 0.25 0.0 0.0 19.4 17.1 0 0 282 249 0.50 0.25 0.0 0.0 18.0 10.4 0 0 261 151 0.67 0.25 0.0 0.0 19.4 17.1 0 0 282 249 0.83 0.25 4.7 3.6 14.0 15.1 69 53 203 219 1.00 0.25 10.4 9.6 9.4 10.2 152 139 136 149 0.00 0.33 7.2 7.1 7.5 7.6 104 104 110 110 0.08 0.33 5.1 3.4 10.1 11.8 73 49 147 171 0.17 0.33 2.3 -0.0 12.9 16.1 34 0 187 233 0.25 0.33 0.0 0.0 17.1 19.4 0 0 249 282 0.33 0.33 0.0 0.0 23.9 23.9 0 0 348 348 0.42 0.33 0.0 0.0 26.2 18.9 0 0 381 275 0.50 0.33 0.0 0.0 24.2 11.3 0 0 351 164 0.58 0.33 0.0 0.0 26.2 18.9 0 0 381 275 0.67 0.33 0.0 0.0 23.9 23.9 0 0 348 348 0.75 0.33 0.0 0.0 17.1 19.4 0 0 249 282 0.83 0.33 2.3 -0.0 12.9 16.1 34 0 187 233 0.92 0.33 5.1 3.4 10.1 11.8 73 49 147 171 1.00 0.33 7.2 7.1 7.5 7.6 104 104 110 110 0.00 0.42 3.8 3.8 3.6 3.6 56 56 53 53 0.17 0.42 0.0 0.0 9.0 13.8 0 0 131 201 0.33 0.42 0.0 0.0 18.9 26.2 0 0 275 381 0.50 0.42 0.0 0.0 40.0 31.3 0 0 591 455 0.67 0.42 0.0 0.0 18.9 26.2 0 0 275 381

SheetJob Number

Job Title

Client





0.83 0.42 0.0 0.0 9.0 13.8 0 0 131 201 1.00 0.42 3.8 3.8 3.6 3.6 56 56 53 53 0.00 0.50 0.3 0.1 0.0 0.0 4 2 0 0 0.08 0.50 0.0 0.0 2.6 5.6 0 0 38 81 0.17 0.50 0.0 0.0 5.0 11.2 0 0 72 163 0.25 0.50 0.0 0.0 10.4 18.0 0 0 151 261 0.33 0.50 0.0 0.0 11.3 24.2 0 0 164 351 0.42 0.50 0.0 0.0 31.3 40.0 0 0 455 591 0.50 0.50 0.0 0.0 56.4 56.4 0 0 862 862 0.58 0.50 0.0 0.0 31.3 40.0 0 0 455 591 0.67 0.50 0.0 0.0 11.3 24.2 0 0 164 351 0.75 0.50 0.0 0.0 10.4 18.0 0 0 151 261 0.83 0.50 0.0 0.0 5.0 11.2 0 0 72 163 0.92 0.50 0.0 0.0 2.6 5.6 0 0 38 81 1.00 0.50 0.3 0.1 0.0 0.0 4 2 0 0 0.00 0.58 3.8 3.8 3.6 3.6 56 56 53 53 0.17 0.58 0.0 0.0 9.0 13.8 0 0 131 201 0.33 0.58 0.0 0.0 18.9 26.2 0 0 275 381 0.50 0.58 0.0 0.0 40.0 31.3 0 0 591 455 0.67 0.58 0.0 0.0 18.9 26.2 0 0 275 381 0.83 0.58 0.0 0.0 9.0 13.8 0 0 131 201 1.00 0.58 3.8 3.8 3.6 3.6 56 56 53 53 0.00 0.67 7.2 7.1 7.5 7.6 104 104 110 110 0.08 0.67 5.1 3.4 10.1 11.8 73 49 147 171 0.17 0.67 2.3 -0.0 12.9 16.1 34 0 187 233 0.25 0.67 0.0 0.0 17.1 19.4 0 0 249 282 0.33 0.67 0.0 0.0 23.9 23.9 0 0 348 348 0.42 0.67 0.0 0.0 26.2 18.9 0 0 381 275 0.50 0.67 0.0 0.0 24.2 11.3 0 0 351 164 0.58 0.67 0.0 0.0 26.2 18.9 0 0 381 275 0.67 0.67 0.0 0.0 23.9 23.9 0 0 348 348 0.75 0.67 0.0 0.0 17.1 19.4 0 0 249 282 0.83 0.67 2.3 -0.0 12.9 16.1 34 0 187 233 0.92 0.67 5.1 3.4 10.1 11.8 73 49 147 171 1.00 0.67 7.2 7.1 7.5 7.6 104 104 110 110 0.00 0.75 10.4 9.6 9.4 10.2 152 139 136 149 0.17 0.75 4.7 3.6 14.0 15.1 69 53 203 219 0.33 0.75 0.0 0.0 19.4 17.1 0 0 282 249 0.50 0.75 0.0 0.0 18.0 10.4 0 0 261 151 0.67 0.75 0.0 0.0 19.4 17.1 0 0 282 249 0.83 0.75 4.7 3.6 14.0 15.1 69 53 203 219 1.00 0.75 10.4 9.6 9.4 10.2 152 139 136 149 0.00 0.83 14.8 14.5 10.7 11.0 216 211 156 160 0.08 0.83 10.1 10.4 12.9 12.7 147 151 188 184 0.17 0.83 6.5 6.5 14.7 14.7 95 95 213 213 0.25 0.83 3.6 4.7 15.1 14.0 53 69 219 203 0.33 0.83 -0.0 2.3 16.1 12.9 0 34 233 187 0.42 0.83 0.0 0.0 13.8 9.0 0 0 201 131 0.50 0.83 0.0 0.0 11.2 5.0 0 0 163 72 0.58 0.83 0.0 0.0 13.8 9.0 0 0 201 131 0.67 0.83 -0.0 2.3 16.1 12.9 0 34 233 187 0.75 0.83 3.6 4.7 15.1 14.0 53 69 219 203 0.83 0.83 6.5 6.5 14.7 14.7 95 95 213 213 0.92 0.83 10.1 10.4 12.9 12.7 147 151 188 184 1.00 0.83 14.8 14.5 10.7 11.0 216 211 156 160 0.00 0.92 8.7 9.1 14.5 14.0 126 133 211 204 0.17 0.92 10.4 10.1 12.7 12.9 151 147 184 188 0.33 0.92 3.4 5.1 11.8 10.1 49 73 171 147 0.50 0.92 0.0 0.0 5.6 2.6 0 0 81 38 0.67 0.92 3.4 5.1 11.8 10.1 49 73 171 147 0.83 0.92 10.4 10.1 12.7 12.9 151 147 184 188 1.00 0.92 8.7 9.1 14.5 14.0 126 133 211 204 0.00 1.00 1.3 1.3 18.5 18.5 19 19 269 269 0.08 1.00 9.1 8.7 14.0 14.5 133 126 204 211 0.17 1.00 14.5 14.8 11.0 10.7 211 216 160 156 0.25 1.00 9.6 10.4 10.2 9.4 139 152 149 136 0.33 1.00 7.1 7.2 7.6 7.5 104 104 110 110 0.42 1.00 3.8 3.8 3.6 3.6 56 56 53 53 0.50 1.00 0.1 0.3 0.0 0.0 2 4 0 0

SheetJob Number

Job Title

Client





0.58 1.00 3.8 3.8 3.6 3.6 56 56 53 53 0.67 1.00 7.1 7.2 7.6 7.5 104 104 110 110 0.75 1.00 9.6 10.4 10.2 9.4 139 152 149 136 0.83 1.00 14.5 14.8 11.0 10.7 211 216 160 156 0.92 1.00 9.1 8.7 14.0 14.5 133 126 204 211 1.00 1.00 1.3 1.3 18.5 18.5 19 19 269 269

Deflections

0.02

0.03

0.04

0.0

1

0.0

1 0.06

0.07 0.0

5

0.0

4 0.0

5

0.080.090.10

0.11

0.0

20.0

3

0.0

1

0.05

0.06

0.04

0.05

0.02

0.02

0.030.01

Short term deflections: Load case 1 (mm)

NOTE:Short term elastic deflections based on gross concrete sections

SheetJob Number

Job Title

Client





Wood-Armer Moments:

2.0

04.0

06.0

08.0

0

2.004.006.00 8.0

0

2.00

4.006.00

8.00

10.0

0

2.004.00

6.00

6.00

4.00

6.00

8.0

0

10.0

0

Top:LC 1 (kNm/m) BS8110 - 1997

Max value:14.8 at X:1.0 Y:0.8

Wood-Armer Moments:2.0

04.0

06.0

08.0

0

2.00

4.006.00

8.00

10.0

0

2.00

4.006.00

8.00

10.0

0

2.00

4.006.00

4.00

6.00

6.00

8.0

0 10.0

0

Top:LC 1 (kNm/m) BS8110 - 1997


SheetJob Number

Job Title

Client





Wood-Armer Moments:

15

5

10

15

15

1025

30 15

20

5

10

3540455055

5

10

20

25

20

15

10

Bot:LC 1 (kNm/m) BS8110 - 1997


Wood-Armer Moments:

15

5

10

15

5

10

10

2025

30

20

15

3540455055

10

10

15

20

20

5

Bot:LC 1 (kNm/m) BS8110 - 1997


SheetJob Number

Job Title

Client





Reinforcement:

20

40

60

80

100

120

140

2040

6080100

100

120

2040

6080 100

120

140

2040

6080100

8010

0

60

80

100 120 140

Top:LC 1 (mm²/m) BS8110 - 1997


Reinforcement:20

40

60

80

100

120

140

2040

6080100

120

140

20

4060

8010

0

120

140

20406080100

60

80

100

80

100

100 120 140

Top:LC 1 (mm²/m) BS8110 - 1997


SheetJob Number

Job Title

Client





Reinforcement:

200

100

200

200

100

400 300

100

200

500600

700

800

300

300

200

200

200

Bot:LC 1 (mm²/m) BS8110 - 1997


Reinforcement:

200

100

100

200

200

300

400

30

0

200

500600700800 10

0

300

300

200 100

200

Bot:LC 1 (mm²/m) BS8110 - 1997


SheetJob Number

Job Title

Client





Rebar Excess:

50

-100

-50 0

-100

-50 0

50

-500

50100

-100

50

100

-50

0

50

Rebar Excess Top (mm²/m)

Note:Default reinforce-ment should be checked

and adjusted for suit-ability and layout.

6Y

4-A

-200 (

T2)

(B

ar

1)

6Y

4-B

-200 (

T2)

(B

ar

1)

6Y4-C-200 (T1) (Bar 1)

6Y4-D-200 (T1) (Bar 1)

6Y

4-E

-200 (

B2)

(B

ar

1)

6Y

4-E

-200 (

B2)

(B

ar

2)

6Y4-F-200 (B1) (Bar 1)6Y4-F-200 (B1) (Bar 2)

Rebar Excess:

50 100

-50

0

50100

50

100

150

-100

-50 0

-100

-50

-50

0

0

50

Rebar Excess Top (mm²/m)



6Y

4-A

-200 (

T2)

(B

ar

1)

6Y

4-B

-200 (

T2)

(B

ar

1)

6Y4-C-200 (T1) (Bar 1)

6Y4-D-200 (T1) (Bar 1)

6Y

4-E

-200 (

B2)

(B

ar

1)

6Y

4-E

-200 (

B2)

(B

ar

2)

6Y4-F-200 (B1) (Bar 1)6Y4-F-200 (B1) (Bar 2)

SheetJob Number

Job Title

Client





Rebar Excess:

200

0

0200

0

40060

00

200200

Rebar Excess Bot (mm²/m)



6Y

4-A

-200 (

T2)

(B

ar

1)

6Y

4-B

-200 (

T2)

(B

ar

1)

6Y4-C-200 (T1) (Bar 1)

6Y4-D-200 (T1) (Bar 1)

6Y

4-E

-200 (

B2)

(B

ar

1)

6Y

4-E

-200 (

B2)

(B

ar

2)

6Y4-F-200 (B1) (Bar 1)6Y4-F-200 (B1) (Bar 2)

Rebar Excess:

200

0

0

200

200

400

600

0

0 200

200

0

Rebar Excess Bot (mm²/m)



6Y

4-A

-200 (

T2)

(B

ar

1)

6Y

4-B

-200 (

T2)

(B

ar

1)

6Y4-C-200 (T1) (Bar 1)

6Y4-D-200 (T1) (Bar 1)

6Y

4-E

-200 (

B2)

(B

ar

1)

6Y

4-E

-200 (

B2)

(B

ar

2)

6Y4-F-200 (B1) (Bar 1)6Y4-F-200 (B1) (Bar 2)

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