Page 1
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
Page 2
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Page 3
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Page 4
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Page 5
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Max value:14.8 at X:0.8 Y:1.0
Page 6
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Max value:56.4 at X:0.5 Y:0.5
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
Max value:56.4 at X:0.5 Y:0.5
Page 7
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Max value:215.6 at X:1.0 Y:0.8
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
Max value:215.6 at X:0.8 Y:1.0
Page 8
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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
Max value:862.5 at X:0.5 Y:0.5
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
Max value:862.5 at X:0.5 Y:0.5
Page 9
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
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)
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)
Page 10
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
Rebar Excess:
200
0
0200
0
40060
00
200200
Rebar Excess Bot (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:
200
0
0
200
200
400
600
0
0 200
200
0
Rebar Excess Bot (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)