This document provides reinforcement details for concrete slabs of varying dimensions and live loads. It includes slab depth, area of bottom and top steel reinforcement, and design parameters like limit state ratios. Reinforcement amounts generally increase with higher live loads and larger slab dimensions and depths. Design is governed by factors such as simply supported versus continuous edges, and interior versus edge panels.

1. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 3
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
120 120 120 120
120 120 124 124
120 120 124 124
120 136 159 159
120 136 152 120
120 136 120 152
145 169 195 120
145 169 120 195
192 223 120 120
214 249 120 120
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 3
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
120 120 124 124
120 125 144 144
120 125 144 144
136 158 185 185
100
0
#10@220
One Short Edge discontinuous 0.87
0.87
#10@220
0.38 0.49
#10@220
One Long Edge discontinuous
40
8.57
0.57 0.73
Two Adjacent Edges Discontinuous 1.3
SLAB TYPE L/350 L/d
Interior Panel 0.87
1.31 3.98 8.24
8.57 40
#10@220
Four Edges Discontinuous 1.04 1.24 1.4 3.68
#10@220
Simply Supported
100
#10@220
0.71
0
0.96
2.94
1.66
#10@220
One Short Edge Continuous 1.66
#10@220
0.49 0.67
One Long Edge Continuous
Two Long Edges Discontinuous 1.16
Two Short Edges Discontinuous 1.16
#10@220
Two Adjacent Edges Discontinuous 1.16
#10@220
SLAB TYPE L/350 L/d
Interior Panel 0.78
0.78
#10@220
0.33 0.45
#10@220
One Long Edge discontinuous
#10@220
One Short Edge discontinuous 0.78

2. 136 158 177 120
136 158 120 177
169 196 227 120
169 196 120 227
223 260 120 120
235 271 126 126
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 3
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
120 121 141 141
123 143 164 164
123 143 164 164
155 180 212 212
155 180 202 120
155 180 120 202
192 224 260 120
192 224 120 260
255 298 120 120
Two Short Edges Discontinuous 1.44
#10@220
#10@220
0.43 0.53
4.43
#10@220
100
#10@220
0.92 0.85 1.13
0.96
0.96
#10@220
0.96
1.44
#10@220
0
0.79
One Long Edge Continuous
37.5
#10@240
SLAB TYPE L/350 L/d
Interior Panel
Simply Supported 105 2.98 1.25 3.83 8.06
40
8.57
2.91
#10@220
One Short Edge Continuous 2.91
#10@220
0.65
Four Edges Discontinuous 1.36 1.42 1.66
Four Edges Discontinuous 1.2 1.33 1.53 4.06
#10@220
100
#10@220
0.82
0
1.04
Two Adjacent Edges Discontinuous 1.44
#10@220
One Long Edge discontinuous
One Short Edge discontinuous
Two Long Edges Discontinuous
40
8.57
1.86
#10@220
One Short Edge Continuous 1.86
#10@220
0.57 0.73
One Long Edge Continuous
Two Long Edges Discontinuous 1.3
Two Short Edges Discontinuous 1.3
#10@220
Two Adjacent Edges Discontinuous 1.3
#10@220

3. 254 291 132 132
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 3
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
120 136 159 159
138 160 185 185
138 160 185 185
174 203 238 238
174 203 227 120
174 203 120 227
217 253 294 120
217 253 120 294
288 338 120 120
286 328 132 132
#10@250 #10@240
0.9 1.22
40
8.57
3.15
#10@220
One Short Edge Continuous
#10@220
One Long Edge discontinuous 1.05
1.05
#10@220
One Short Edge discontinuous 1.05
35.29
#10@250
Simply Supported 110 3.32 1.29 3.95 8.55
Four Edges Discontinuous 1.51 1.5 1.78 4.8
#10@220
100
#10@220
1.03
Interior Panel
Simply Supported 110 2.98 1.21 3.67 7.86
3.15
#10@220
0.72
0
0.85
One Long Edge Continuous
#10@220
Two Long Edges Discontinuous 1.57
#10@220
Two Short Edges Discontinuous 1.57
#10@220
0.48 0.57
Two Adjacent Edges Discontinuous 1.57
35.29
#10@250
SLAB TYPE L/350 L/d

4. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 3.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
120 120 138 120
120 120 157 124
124 120 168 124
146 136 198 159
131 136 174 120
164 136 120 152
175 169 238 120
193 169 120 195
241 223 120 120
284 239 120 120
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 3.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
120 120 160 124
135 125 182 144
144 125 195 144
170 158 230 185
40
8.57
#10@220
0.49 0.63
Two Adjacent Edges Discontinuous
100
0.64
0
0.82
1.46
#10@220
One Long Edge discontinuous 1.13
#10@220
One Short Edge discontinuous 1.13
Interior Panel 1.13
8.43
SLAB TYPE L/350 L/d
#10@220
Simply Supported
100
2.94 1.5 3.98
#10@220
0.86 1.17
Four Edges Discontinuous 1.39 1.37 1.88 4.64
#10@220
One Short Edge Continuous 0.85 2.88
1.02 1.76
One Long Edge discontinuous
#10@220
SLAB TYPE L/350 L/d
Interior Panel 1.01
0
Two Short Edges Discontinuous 1.3
#10@220
0.55 0.75
Two Adjacent Edges Discontinuous 1.3
#10@220
1.01
#10@220
0.43 0.58
#10@220
#10@220
One Long Edge Continuous 2.03
Two Long Edges Discontinuous 0.75
One Short Edge discontinuous 1.01
8.57 40
#10@220

5. 152 158 202 120
191 158 120 177
203 196 278 120
225 196 120 227
281 260 120 120
313 260 126 126
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 3.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
135 121 183 141
153 143 208 164
164 143 223 164
194 180 264 212
174 180 231 120
218 180 120 202
232 224 319 120
257 224 120 260
303 278 126 126
8.57
4.97 37.5
#10@240
#10@220
100 40
1.13 1.38
Four Edges Discontinuous 105 1.59 1.43 1.96
#10@220
One Short Edge Continuous 0.98 3.49
#10@220
One Long Edge Continuous 0.93 3.44
#10@220
0.72 0.89
Two Long Edges Discontinuous 0.98 0.9 1.2 3.08
Two Short Edges Discontinuous 0 1.61
Two Adjacent Edges Discontinuous 0.85 2.46
#10@220
1.24
#10@220
0.56 0 0.68
#10@220
One Long Edge discontinuous
#10@220
One Short Edge discontinuous 1.24
Interior Panel 1.24
Simply Supported 105 2.98 1.45 3.83 8.26
#10@240
40
8.57
37.5
#10@220
1 1.27
One Long Edge Continuous 0.87 3.14
#10@220
#10@220
Two Short Edges Discontinuous 1.46
Two Adjacent Edges Discontinuous
SLAB TYPE L/350 L/d
Four Edges Discontinuous 1.6 1.48 2.05
One Short Edge Continuous 0.92 3.19
5.13
#10@220
100
Two Long Edges Discontinuous 0.86 0.84 1.11 2.81
#10@220
#10@220
0.64
0
0.82
1.46

6. 321 264 138 138
#10@240 #10@270
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 3.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
152 136 206 159
172 160 235 185
185 160 251 185
218 203 298 238
195 203 260 120
246 203 120 227
262 253 361 120
#10@210 #10@220
290 253 120 294
323 293 132 132
#10@240 #10@250
343 280 144 144
#10@220 #10@280
8.57
31.58
#10@280
4.79 35.29
#10@250
Simply Supported 120 2.62 1.22 3.15 6.98
#10@220
100 40
1.26 1.49
Four Edges Discontinuous 110 1.57 1.36 1.86
#10@220
One Short Edge Continuous 1.04 3.79
#10@220
One Long Edge Continuous 0.99 3.74
#10@220
0.81 0.95
Two Long Edges Discontinuous 1.1 0.96 1.29 3.35
#10@220
Two Short Edges Discontinuous 0.85 2.61
#10@220
0.62 0.74
Two Adjacent Edges Discontinuous 0.9 2.66
#10@220
0
One Long Edge discontinuous 0.84 2.2
#10@220
One Short Edge discontinuous 1.36
Interior Panel 1.36
33.33
#10@270
SLAB TYPE L/350 L/d
Simply Supported 115 2.64 1.27 3.28 7.19

7. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
124 120 164 120
133 120 178 124
152 120 203 124
171 136 232 159
146 136 195 120
203 136 120 152
199 169 271 120
232 169 120 195
285 223 120 120
321 200 126 126
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
144 120 191 124
155 125 208 144
177 125 236 144
199 158 271 185
100
#10@220
0.59 0 0.75
Two Adjacent Edges Discontinuous 0.87
#10@220
One Long Edge discontinuous 1.34
#10@220
One Short Edge discontinuous 1.34
Interior Panel 1.34
40
8.57
0.69 0.88
2.44
7.57
8.57
37.5
#10@240
SLAB TYPE L/350 L/d
#10@220
100 40
Simply Supported 105 2.59 1.46 3.52
#10@220
0.96 1.3
Four Edges Discontinuous 1.7 1.5 2.3 5.49
#10@220
0.87
One Short Edge Continuous 0.93 3.19
#10@220
One Long Edge Continuous 3.12
Two Long Edges Discontinuous 1.05 1.42 3.34
SLAB TYPE L/350 L/d
Interior Panel 1.2
Two Short Edges Discontinuous 1.4
#10@220
0.6
0
0.81
Two Adjacent Edges Discontinuous 1.4
#10@220
1.2
#10@220
0.51 0.69
#10@220
One Long Edge discontinuous
#10@220
One Short Edge discontinuous 1.2

8. 170 158 227 120
236 158 120 177
232 196 317 120
271 196 120 227
314 243 126 126
337 208 138 138
#10@230 #10@270
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
164 121 218 141
177 143 237 164
202 143 270 164
228 180 311 212
194 180 260 120
270 180 120 202
265 224 364 120
#10@210 #10@220
311 224 120 260
323 246 138 138
#10@240 #10@270
1.27 1.89 4.68
#10@270
#10@220
100
Two Short Edges Discontinuous 0.85 2.59
#10@220
0.67 0.82
Two Adjacent Edges Discontinuous 0.92
#10@220
0
One Long Edge discontinuous 0.87 2.35
1.48
#10@220
One Short Edge discontinuous 1.48
33.33
8.57
#10@220
One Short Edge Continuous 1.07 3.85
4.06
#10@220
One Long Edge Continuous 0.99 3.77
#10@220
0.78 0.96
Two Long Edges Discontinuous 1.38 1 1.68
2.65
#10@220
Four Edges Discontinuous 115 1.52
33.33
#10@270
SLAB TYPE L/350 L/d
Interior Panel
Simply Supported 115 2.35 1.28 3.04 6.67
40
1.25 1.53
Four Edges Discontinuous 105 1.72 1.45 2.21 5.37
#10@240
#10@220
100
1.57
Two Adjacent Edges Discontinuous 0.87
40
1.1 1.41
37.5
8.57
#10@220
0.93
One Short Edge Continuous 1 3.52
3.7
#10@220
One Long Edge Continuous 3.45
#10@220
0.69 0.88
Two Long Edges Discontinuous 1.21 1.55
2.44
#10@220
Two Short Edges Discontinuous 0

9. 349 213 150 150
#10@220 #10@300
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
185 136 246 159
199 160 268 185
227 160 305 185
257 203 352 238
218 203 294 120
305 203 120 227
300 253 414 120
#10@190 #10@220
352 253 120 294
345 261 144 144
#10@220 #10@280
374 227 156 156
#10@210 #10@300
28.57
#10@300
31.58
#10@280
Simply Supported 130 2.11 1.12 2.56 5.79
8.57
#10@220
100 40
1.65
Four Edges Discontinuous 120 1.51 1.22 1.81 4.54
#10@220
One Short Edge Continuous 5.54 1.15 8.33
#10@220
One Long Edge Continuous 1.4 1.06 4.11
Two Long Edges Discontinuous 1.54 1.07 1.81 4.42
Two Short Edges Discontinuous 0.9 2.8
#10@220
0.87 1.03
Two Adjacent Edges Discontinuous 0.98 2.88
#10@220
2.54
#10@220
0.75 0.88
#10@220
One Long Edge discontinuous 0.92
#10@220
One Short Edge discontinuous 0.87 2.49
SLAB TYPE L/350 L/d
Interior Panel 0.61 2.24
Simply Supported 125 2.11 1.15 2.64 5.9
#10@300
30

10. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
138 120 181 120
149 120 195 124
174 120 232 124
192 136 262 159
152 136 206 120
236 136 120 152
221 169 300 120
266 169 120 195
316 223 120 120
321 153 138 138
#10@240 #10@270
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
160 120 210 124
173 125 227 144
202 125 271 144
223 158 306 185
8.57
100 400.72 0.92
Two Adjacent Edges Discontinuous 0.92 2.56
2.35
#10@220
0.65 0.83
#10@220
0
One Long Edge discontinuous 0.87
#10@220
One Short Edge discontinuous 1.49
SLAB TYPE L/350 L/d
Interior Panel 1.49
Simply Supported 115 2.05 1.27 2.8 6.12
#10@270
6.23
#10@220
100 40
8.57
33.33
#10@220
Four Edges Discontinuous 1.98 1.58 2.68
#10@220
One Short Edge Continuous 1.44 0.99 1.94 4.37
#10@220
One Long Edge Continuous 1.05 0.9 1.42 3.37
#10@220
0.62 0.84
Two Long Edges Discontinuous 1.37 0.93 1.85 4.15
Two Short Edges Discontinuous 0 1.47
Two Adjacent Edges Discontinuous 0.85 2.32
#10@220
SLAB TYPE L/350 L/d
Interior Panel 1.33
1.33
#10@220
0.56 0 0.77
#10@220
One Long Edge discontinuous
#10@220
One Short Edge discontinuous 1.33

11. 177 158 240 120
275 158 120 177
258 196 352 120
311 196 120 227
330 229 132 132
#10@230 #10@250
355 168 144 144
#10@220 #10@280
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
183 121 241 141
197 143 260 164
231 143 311 164
255 180 352 212
202 180 275 120
316 180 120 202
295 224 406 120
#10@190 #10@220
317 197 132 233
#10@240 #10@250
341 234 144 144
#10@230 #10@280
31.58
#10@280
8.57
4.17 35.29
#10@250
Four Edges Discontinuous 120 1.58 1.22 1.97 4.77
#10@220
100 40
One Short Edge Continuous 110 1.45 0.92 1.79
5.06
#10@220
One Long Edge Continuous 1.37 1.04 1.68 4.09
#10@220
0.82 1
Two Long Edges Discontinuous 1.79 1.08 2.18
2.79
#10@220
Two Short Edges Discontinuous 0.87 2.68
#10@220
0.74 0.9
Two Adjacent Edges Discontinuous 0.98
#10@220
One Long Edge discontinuous 0.93 2.57
#10@220
One Short Edge discontinuous 0.85 2.5
#10@280
SLAB TYPE L/350 L/d
Interior Panel 0 1.64
35.29
#10@250
Simply Supported 120 2.1 1.23 2.72 6.05
8.57
31.58
#10@220
100 40
Four Edges Discontinuous 110 1.77 1.38 2.29 5.44
#10@220
One Short Edge Continuous 1.66 1.07 2.12 4.85
#10@220
One Long Edge Continuous 1.21 0.98 1.55 3.73
#10@220
0.72 0.92
Two Long Edges Discontinuous 1.58 1.02 2.02 4.61
Two Short Edges Discontinuous 0 1.64
Two Adjacent Edges Discontinuous 0.92 2.56
#10@220

12. 370 173 156 156
#10@210 #10@300
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
206 136 271 159
222 160 294 185
260 160 352 185
288 203 399 238
#10@190 #10@220
227 203 311 120
316 178 132 203
#10@240 #10@250
313 235 430 126
#10@180 #10@240
338 209 138 248
#10@230 #10@270
364 248 150 150
#10@210 #10@300
381 178 168 168
#10@200 #10@300 #10@300
30
#10@300
Simply Supported 140 1.73 1 2.11 4.84
8.57
26.09
33.33
#10@270
Four Edges Discontinuous 125 1.58 1.17 1.9 4.64
One Short Edge Continuous 115 1.44 0.9 1.72 4.05
One Long Edge Continuous 105 1.34 1 1.59 3.92
#10@240
Two Long Edges Discontinuous 110 1.54 1.83 4.3
#10@250
0.92
#10@220
100 40
0.91 1.08
35.29
37.5
#10@220
Two Short Edges Discontinuous 2.9
#10@220
0.83 0.97
Two Adjacent Edges Discontinuous 1.03 3.02
#10@220
One Long Edge discontinuous 0.99 2.79
2.44
#10@220
One Short Edge discontinuous 0.92 2.71
28.57
#10@300
SLAB TYPE L/350 L/d
Interior Panel 0.64
Simply Supported 130 1.91 1.11 2.39 5.4

13. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
148 120 198 120
158 120 212 124
193 120 257 124
209 136 285 159
162 136 218 120
266 136 120 152
233 169 316 120
294 169 120 195
326 209 126 126
341 138 138 138
#10@230 #10@270
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
171 120 230 124
184 125 248 144
225 125 300 144
243 158 334 185
8.57
100 40
0.74 0.95
2.64
#10@220
0.7 0.89
Two Adjacent Edges Discontinuous 0.94
#10@220
One Long Edge discontinuous 0.92 2.5
#10@220
One Short Edge discontinuous 0.84 2.42
#10@270
SLAB TYPE L/350 L/d
Interior Panel 0 1.59
37.5
#10@240
Simply Supported 115 2.05 1.3 2.8 6.15
8.57
33.33
#10@220
100 40
Four Edges Discontinuous 105 1.95 1.48 2.64 6.07
#10@220
One Short Edge Continuous 1.96 1.04 2.66 5.66
#10@220
One Long Edge Continuous 1.19 0.93 1.62 3.74
#10@220
0.64 0.87
Two Long Edges Discontinuous 1.66 0.99 2.25 4.91
Two Short Edges Discontinuous 0 1.52
Two Adjacent Edges Discontinuous 0.88 2.4
#10@220
SLAB TYPE L/350 L/d
Interior Panel 1.42
2.28
#10@220
0.6 0.82
#10@220
0
One Long Edge discontinuous 0.85
#10@220
One Short Edge discontinuous 1.42

14. 188 158 255 120
311 158 120 177
272 196 371 120
#10@210 #10@220
324 184 126 215
342 217 138 138
#10@230 #10@270
361 150 150 150
#10@210 #10@300
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
196 121 264 141
210 143 284 164
257 143 345 164
279 180 384 212
#10@200 #10@220
215 180 292 120
317 159 132 181
#10@240 #10@250
312 224 428 120
#10@180 #10@220
333 186 138 222
#10@230 #10@270
355 222 150 150
#10@220 #10@300
30
#10@300
8.57
33.33
#10@270
Four Edges Discontinuous 125 1.59 1.17 1.99 4.74
One Short Edge Continuous 115 1.76 0.88 2.18 4.83
One Long Edge Continuous 100 1.56 1.08 1.91 4.55
#10@220
Two Long Edges Discontinuous 110 1.68 0.92 2.08 4.69
#10@250
#10@220
100 40
0.84 1.03
35.29
40
#10@220
Two Short Edges Discontinuous 0.9 2.77
#10@220
0.79 0.97
Two Adjacent Edges Discontinuous 1.02 2.89
#10@220
One Long Edge discontinuous 0.98 2.73
2.38
#10@220
One Short Edge discontinuous 0.88 2.64
30
#10@300
SLAB TYPE L/350 L/d
Interior Panel 0.62
33.33
#10@270
Simply Supported 125 1.88 1.17 2.46 5.5
8.57
5.55 37.5
#10@240
Four Edges Discontinuous 115 1.76 1.3 2.29 5.35
#10@220
100 40
One Short Edge Continuous 105 1.99 1.01 2.55
5.45
#10@220
One Long Edge Continuous 1.38 1 1.76 4.14
#10@220
0.74 0.95
Two Long Edges Discontinuous 1.92 1.07 2.46
2.64
#10@220
Two Short Edges Discontinuous 0.84 2.53
Two Adjacent Edges Discontinuous 0.94

15. 378 162 162 162
#10@200 #10@300
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
220 136 298 159
236 160 320 185
290 160 391 185
#10@200 #10@220
315 203 436 238
#10@180 #10@220
242 203 330 120
338 168 138 193
#10@230 #10@270
331 235 454 126
#10@230 #10@240 #10@170 #10@240
356 198 144 237
#10@220 #10@280
380 237 156 156
#10@200 #10@300
390 174 174 174
#10@200 #10@300
25
#10@300
28.57
#10@300
Simply Supported 145 1.58 0.95 1.93 4.45
8.57
Four Edges Discontinuous 130 5.33 1.12 1.92 8.37
37.5
One Short Edge Continuous 120 1.75 0.85 2.1 4.69 31.58
#10@280
One Long Edge Continuous 105 5.62 1.02 1.81 8.44
Two Long Edges Discontinuous 115 1.66 0.9 1.99 4.55
#10@270
#10@220
100 40
0.94 1.11
33.33
3.13
#10@220
Two Short Edges Discontinuous 0.94 3
#10@220
0.88 1.04
Two Adjacent Edges Discontinuous 1.08
#10@220
One Long Edge discontinuous 1.04 2.97
#10@220
One Short Edge discontinuous 0.93 2.86
#10@300
SLAB TYPE L/350 L/d
Interior Panel 0.66 2.58
Simply Supported 135 1.73 1.05 2.17 4.95 27.27

16. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
157 120 212 120
168 120 226 124
212 120 280 124
225 136 306 159
170 136 230 120
291 136 120 152
244 169 332 120
302 159 126 185
331 198 132 132
#10@230 #10@250
341 144 144 144
#10@230 #10@280
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
182 120 248 124
195 125 263 144
248 125 328 144
262 158 358 185
8.57
100
2.54
40
0.76 0.97
2.72
#10@280
SLAB TYPE L/350 L/d
Interior Panel 0 1.68
#10@220
0.74 0.94
Two Adjacent Edges Discontinuous 0.99
#10@220
One Long Edge discontinuous 0.96 2.64
#10@220
One Short Edge discontinuous 0.85
35.29
#10@250
Simply Supported 120 1.83 1.22 2.52 5.56
8.57
31.58
37.5
#10@240
Four Edges Discontinuous 110 1.87 1.38 2.55 5.8
#10@220
100 40
One Short Edge Continuous 105 1.9
0.89
Two Long Edges Discontinuous 1.96 1.04 2.65 5.65
SLAB TYPE
0.98 2.58 5.46
#10@220
One Long Edge Continuous 1.37 0.96 1.85 4.18
L/350 L/d
Interior Panel 1.51
Two Short Edges Discontinuous 0 1.55
Two Adjacent Edges Discontinuous 0.92 2.47
#10@220
2.39
#10@220
0.64 0.87
#10@220
0
One Long Edge discontinuous 0.88
#10@220
One Short Edge discontinuous 1.51
#10@220
0.66

17. #10@210 #10@220
198 158 268 120
321 148 126 168
286 196 390 120
#10@200 #10@220
334 173 132 205
#10@230 #10@250
349 206 144 144
#10@220 #10@280
363 156 156 156
#10@210 #10@300
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
208 121 284 141
223 143 302 164
284 143 377 164
#10@200 #10@220
300 180 413 212
#10@190 #10@220
226 180 307 120
330 150 138 173
#10@230 #10@270
308 209 421 126
#10@180 #10@240
345 177 144 212
#10@220 #10@280
363 213 156 156
#10@210 #10@300
4.6 28.57
#10@300
Four Edges Discontinuous 130 1.55 1.11 1.94
120 1.73 0.84 2.15 4.72 31.58
One Long Edge Continuous 105 1.56 0.98 1.92 4.47
8.57
#10@280
37.5
#10@240
One Short Edge Continuous
Two Long Edges Discontinuous 115 1.76 0.88 2.18 4.82
#10@270
#10@220
100
2.51
40
0.86 1.06
33.33
2.97
#10@220
Two Short Edges Discontinuous 0.92 2.83
#10@220
0.84 1.02
Two Adjacent Edges Discontinuous 1.06
#10@220
One Long Edge discontinuous 1.03 2.89
#10@220
One Short Edge discontinuous 0.92 2.77
Interior Panel 0.65
SLAB TYPE L/350 L/d
5.15 31.58
#10@280
Simply Supported 130
1.7
1.11 2.23
Four Edges Discontinuous 120 1.23 2.22
#10@220
35.29
One Long Edge Continuous 100 1.58 1.03 2.02 4.62
5.03
8.57
28.57
#10@300
#10@250
40
#10@220
One Short Edge Continuous 110
1.98 1.01 2.55 5.54
#10@240
#10@220
100
0.95 2.5 5.38
40
0.76 0.97
37.5
2.72
1.93
Two Long Edges Discontinuous 105
Two Short Edges Discontinuous 0.85 2.59
Two Adjacent Edges Discontinuous 0.99

18. 380 168 168 168
#10@200 #10@300
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
235 136 320 159
251 160 342 185
320 160 428 185
#10@180 #10@220
340 203 470 238
#10@160 #10@220
255 203 348 120
353 160 144 185
#10@220 #10@280
328 221 448 132
#10@240 #10@250 #10@170 #10@250
353 180 156 217
#10@220 #10@300
390 227 162 162
#10@200 #10@300
408 174 174 174
#10@190 #10@300
25
#10@300
27.27
#10@300
Simply Supported 145 1.58 0.98 1.93 4.49
8.57
Four Edges Discontinuous 135 5.02 1.06 1.89 7.97
35.29
One Short Edge Continuous 130 1.55 0.75 1.87 4.17 28.57
#10@300
31.58
#10@280
One Long Edge Continuous 110 1.54 0.95 1.83 4.32
#10@220
100 40
1.14
Two Long Edges Discontinuous 120 1.74 0.85 2.09 4.68
#10@220
Two Short Edges Discontinuous 0.96 0.98 3.08
#10@220
1.1
Two Adjacent Edges Discontinuous 3.79 1.12 6.05
#10@220
0.94
One Long Edge discontinuous 3.52 1.1 5.72
#10@220
One Short Edge discontinuous 0.96 3
Interior Panel 0.68 2.72
SLAB TYPE L/350 L/d
Simply Supported 140 1.57 1 1.98 4.55 26.09
#10@300

19. LIVE LOAD:2kN/m2
Slab Dimension: 3 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
166 120 225 120
177 120 236 124
232 120 300 124
239 136 324 159
177 136 239 120
312 136 120 152
254 169 348 120
324 159 126 185
331 188 138 138
#10@230 #10@270
352 144 144 144
#10@220 #10@280
LIVE LOAD:3kN/m2
Slab Dimension: 3 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
194 120 262 124
206 125 275 144
271 125 352 144
280 158 380 185
8.57
100 400.76 0.97
#10@220
Two Adjacent Edges Discontinuous 1.02 2.75
#10@220
One Long Edge discontinuous 1 2.74
2.36
#10@220
One Short Edge discontinuous 0.87 2.6
31.58
#10@280
SLAB TYPE L/350 L/d
Interior Panel 0.62
33.33
#10@270
Simply Supported 120 1.83 1.23 2.52 5.58
8.57
5.89 37.5
#10@240
Four Edges Discontinuous 115 1.8 1.28 2.46 5.55
#10@220
100 40
One Short Edge Continuous 105 2.07 1.01 2.81
6.57
#10@220
One Long Edge Continuous 1.37 0.98 1.85 4.19
#10@220
0.66 0.89
Two Long Edges Discontinuous 2.33 1.08 3.16
2.5
SLAB TYPE L/350 L/d
Interior Panel 1.55
#10@220
Two Short Edges Discontinuous 0 1.55
2.48
#10@220
Two Adjacent Edges Discontinuous 0.94
#10@220
0
One Long Edge discontinuous 0.93
#10@220
One Short Edge discontinuous 1.55

20. #10@200 #10@220
206 158 280 120
326 140 132 160
#10@240 #10@250
297 196 409 120
#10@190 #10@220
341 165 138 195
#10@230 #10@270
350 197 150 150
#10@220 #10@300
374 156 156 156
#10@210 #10@300
LIVE LOAD:4kN/m2
Slab Dimension: 3 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
221 121 300 141
236 143 316 164
311 143 406 164
#10@190 #10@220
321 180 439 212
#10@170 #10@220
236 180 321 120
336 144 144 165
#10@230 #10@280
321 209 441 126
#10@170 #10@240
353 169 150 203
#10@220 #10@300
366 204 162 162
#10@210 #10@300
8.57
4.47 27.27
#10@300
#10@300
Four Edges Discontinuous 135 1.52 1.03 1.91
37.5
#10@240
One Short Edge Continuous 125 1.69 0.79 2.11 4.59 30
One Long Edge Continuous 105 1.56 1.01 1.92 4.49
Two Long Edges Discontinuous 120 1.87 0.82 2.32 5.02
#10@280
2.85
#10@220
100 401.06
31.58
5.39
#10@220
Two Short Edges Discontinuous 0.86 0.93
#10@220
0.86
Two Adjacent Edges Discontinuous 3.24 1.1
#10@220
One Long Edge discontinuous 1.07 2.99
#10@220
One Short Edge discontinuous 0.93 2.85
Interior Panel 0.66 2.58
5.05
8.57
28.57
#10@300
SLAB TYPE L/350 L/d
#10@300
Simply Supported 130 1.7 1.12 2.23
33.33
#10@270
Four Edges Discontinuous 125 1.66 1.15 2.16 4.97 30
40
#10@220
2.69 5.72
#10@250
2.6
#10@220
100
One Short Edge Continuous 115 1.88 0.9 2.43 5.2
One Long Edge Continuous 100 1.58 1.06 2.02 4.65
400.76 0.97
35.29
#10@220
Two Short Edges Discontinuous 0.87
Two Adjacent Edges Discontinuous 1.02 2.75
Two Long Edges Discontinuous 110 2.09 0.94

21. 392 168 168 168
#10@200 #10@300
LIVE LOAD:5kN/m2
Slab Dimension: 3 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
249 136 340 159
266 160 357 185
352 160 462 185
#10@170 #10@220
363 203 500 238
#10@210 #10@220 #10@150 #10@220
266 203 363 120
#10@210 #10@220
360 152 150 177
#10@210 #10@300
342 221 470 132
#10@230 #10@250 #10@160 #10@250
379 180 156 217
#10@200 #10@300
393 218 168 168
#10@200 #10@300
421 174 174 174
#10@180 #10@300 #10@300
26.09
#10@300
Simply Supported 145 5.15 0.99 1.93 8.07
8.57
25
28.57
#10@300
Four Edges Discontinuous 140 1.52 1.01 1.86 4.39
One Short Edge Continuous 130 5.65 0.77 2.04 8.47
One Long Edge Continuous 110 5.54 0.96 1.83 8.33
Two Long Edges Discontinuous 125 1.86 0.8 2.24 4.9
#10@300
#10@220
100 401.14
30
35.29
Two Short Edges Discontinuous 0.96 0.99 3.09
#10@220
Two Adjacent Edges Discontinuous 3.84 1.16 6.13
#10@220
0.96
One Long Edge discontinuous 3.81 1.15 6.1
#10@220
One Short Edge discontinuous 0.99 3.09
Interior Panel 0.7 2.8
26.09
#10@300
SLAB TYPE L/350 L/d
Simply Supported 140 1.57 1.01 1.98 4.56

22. LIVE LOAD:2kN/m2
Slab Dimension: 4 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
144 167 195 195
169 197 227 227
169 197 227 227
214 250 295 295
214 250 281 120
214 250 120 281
268 313 365 120
#10@210 #10@220
268 313 120 365
#10@220 #10@210
321 368 132 132
#10@240 #10@210
283 312 168 168
#10@270 #10@250
LIVE LOAD:3kN/m2
Slab Dimension: 4 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
167 195 227 227
197 229 265 265
197 229 265 265
250 292 345 345
100 53.33
11.43
1.8 1.71 2.31
47.06
7.04
#10@220
5.82
#10@220
1.2
1.52
1.54
Two Adjacent Edges Discontinuous
#10@220
One Long Edge discontinuous 4.26
#10@220
One Short Edge discontinuous 4.26
Interior Panel 0 2.74
SLAB TYPE L/350 L/d
Simply Supported 140 3.91 1.54 5.42 10.88
11.43
34.78
#10@300
Four Edges Discontinuous 110 2.56 2.42 3.48 8.46
#10@250
#10@220
100 53.33
2.23 1.78
One Short Edge Continuous 7.04
#10@220
1.56 1.6 2.12
One Long Edge Continuous
#10@220
Two Long Edges Discontinuous 5.28
Two Short Edges Discontinuous 5.28
Two Adjacent Edges Discontinuous 5.28
#10@220
3.02
SLAB TYPE L/350 L/d
Interior Panel 2.45
2.45
#10@220
1.04 0 1.41
#10@220
One Long Edge discontinuous
#10@220
One Short Edge discontinuous 2.45

23. 250 292 329 120
250 292 120 329
313 367 430 120
#10@220 #10@210 #10@180 #10@220
313 367 120 430
#10@220 #10@210 #10@220 #10@180
338 382 144 144
#10@230 #10@200
313 343 174 174
#10@250 #10@220
LIVE LOAD:4kN/m2
Slab Dimension: 4 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
191 222 260 260
225 262 304 304
225 262 304 304
286 335 398 398
286 335 379 120
#10@200 #10@220
286 335 120 379
#10@220 #10@200
319 366 437 132
#10@240 #10@210 #10@180 #10@250
319 366 132 437
#10@240 #10@210 #10@250 #10@180
352 393 156 156
#10@220 #10@200
38.1
#10@300
11.43
47.062.26 1.67 2.79
Four Edges Discontinuous 130 2.12 1.94 2.66 6.72
One Short Edge Continuous 6.71
110
One Long Edge Continuous 6.71
#10@220
100
#10@220 #10@190
4.66
#10@220
1.36
1.63
1.67
#10@220
One Long Edge discontinuous
#10@220
One Short Edge discontinuous 4.66
SLAB TYPE L/350 L/d
Interior Panel 1.09 4.12
Simply Supported 145 4.05 1.52 5.35 10.91
#10@300
53.33
2.04 1.83 2.5
#10@220
Two Long Edges Discontinuous 6.38
Two Short Edges Discontinuous 6.38
Two Adjacent Edges Discontinuous 6.38
Four Edges Discontinuous 120 2.33 2.16 3.03 7.52
#10@280
100 53.33
2.58 1.93 3.3
42.11
11.43
33.33
7.8
One Short Edge Continuous 7.8
#10@220
1.8 1.71 2.31
One Long Edge Continuous
#10@220
Two Long Edges Discontinuous 5.82
5.82
#10@220
Two Short Edges Discontinuous 5.82
Two Adjacent Edges Discontinuous

24. 341 372 180 180
#10@230 #10@210
LIVE LOAD:5kN/m2
Slab Dimension: 4 x 4
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
215 251 293 293
254 296 344 344
254 296 344 344
304 352 422 422
#10@240 #10@220
304 352 402 126
#10@240 #10@220 #10@190 #10@240
304 352 126 402
#10@240 #10@220 #10@240 #10@190
341 388 466 138
#10@230 #10@200 #10@160 #10@270
341 388 138 466
#10@230 #10@200 #10@270 #10@160
378 420 162 162
#10@200 #10@180
366 399 186 186
#10@210 #10@190
5.15 10.81
115 44.442.23 1.59 2.67
Four Edges Discontinuous 135 2.12 1.87 2.58
One Short Edge Continuous 6.49
502 1.75 2.37
One Long Edge Continuous 6.49
Two Long Edges Discontinuous 6.11
105Two Short Edges Discontinuous 6.11
Two Adjacent Edges Discontinuous 6.11
#10@180
11.43
30.77
#10@300
6.57 36.36
#10@300
Simply Supported 155 4.18 1.48
#10@220
100 53.331.52
1.73
1.79
#10@220
One Long Edge discontinuous 5.05
4.49
#10@220
One Short Edge discontinuous 5.05
32
#10@300
SLAB TYPE L/350 L/d
Interior Panel 1.17
Simply Supported 150 4.13 1.5 5.26 10.89

25. LIVE LOAD:2kN/m2
Slab Dimension: 4 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
176 167 237 195
201 197 276 227
211 197 288 227
256 250 349 295
232 250 314 120
281 250 120 281
310 313 430 120
#10@180 #10@220
318 293 126 344
#10@240 #10@220
350 330 144 144
#10@220 #10@230
354 304 168 168
#10@220 #10@250
LIVE LOAD:3kN/m2
Slab Dimension: 4 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
204 195 277 227
235 229 323 265
246 229 337 265
299 292 411 345
11.43
53.33
1.96 2.51
6.36
#10@220
1.47 1.88
Two Adjacent Edges Discontinuous 1.88
#10@220
One Long Edge discontinuous 1.71 5.06
#10@220
One Short Edge discontinuous 1.66 5.01
#10@300
SLAB TYPE
100
L/350 L/d
Interior Panel 1.13 4.48
42.11
#10@280
Simply Supported 140 3.91 1.72 5.42 11.05
11.43
34.78
50
#10@240
Four Edges Discontinuous 120 2.56 2.19 3.51 8.27
#10@220
100 53.33
One Short Edge Continuous 105 2.29 1.79 3.11 7.19
#10@220
One Long Edge Continuous 2.6 1.9 3.53 8.03
Two Long Edges Discontinuous 2.17 1.81 2.93 6.91
Two Short Edges Discontinuous 1.66 5.66
SLAB TYPE L/350 L/d
Interior Panel 0 3
#10@220
1.7 2.31
Two Adjacent Edges Discontinuous 1.73 5.74
#10@220
4.57
#10@220
1.27 1.73
#10@220
One Long Edge discontinuous 1.57
#10@220
One Short Edge discontinuous 1.54 4.54

26. #10@190 #10@220
271 292 368 120
#10@210 #10@220
310 273 126 310
324 320 447 132
#10@170 #10@250
334 303 138 362
#10@230 #10@250 #10@270 #10@210
372 347 156 156
#10@210 #10@220
392 334 174 174
#10@200 #10@230
LIVE LOAD:4kN/m2
Slab Dimension: 4 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
234 222 318 260
269 262 372 304
#10@210 #10@220
282 262 388 304
#10@200 #10@220
322 312 443 373
#10@170 #10@210
311 335 425 120
#10@180 #10@220
335 292 132 335
#10@230 #10@250 #10@250 #10@230
335 326 460 144
#10@230 #10@240 #10@170 #10@280
362 326 144 393
#10@210 #10@240 #10@280 #10@200
390 360 168 168
#10@200 #10@210
6.76 34.78
#10@300
Four Edges Discontinuous 140 2.19 1.8 2.77
One Long Edge Continuous 2.09 1.46 6.15
Two Long Edges Discontinuous 110 2.19 1.69 2.71 6.59
120 2.6
One Short Edge Continuous 7.26 1.53 11.38
53.331.67 2.04
50
53.33
#10@220
47.06
11.43
42.11
1.95 1.79 2.4 6.14
#10@240
One Long Edge discontinuous 1.83 5.54
4.92
#10@220
One Short Edge discontinuous 1.78 5.49
Two Short Edges Discontinuous 100 2.23 1.9 2.72 6.85
#10@220
Two Adjacent Edges Discontinuous
#10@220
100
105
SLAB TYPE L/350 L/d
Interior Panel 1.21
38.1
#10@300
Simply Supported 145 4.05 1.71 5.35 11.11
11.43
Four Edges Discontinuous 130 2.38 1.97 3.11 7.45
47.06
#10@240
44.44
One Long Edge Continuous 1.67 3.01 7.01
33.33
#10@300
2.19 1.77 2.82 6.78
#10@240
One Short Edge Continuous 115 2.08 1.57 2.69 6.34
53.33
1.96 2.51
50
6.36
#10@220
Two Short Edges Discontinuous 1.78 6.26
Two Adjacent Edges Discontinuous 1.88
110 2.33
Two Long Edges Discontinuous 105
#10@220
100

27. 414 351 186 186
#10@190 #10@220
LIVE LOAD:5kN/m2
Slab Dimension: 4 x 4.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
263 251 360 293
#10@210 #10@220
303 296 422 344
#10@180 #10@220
319 296 441 344
#10@170 #10@220
343 329 472 397
#10@220 #10@230 #10@160 #10@190
312 329 423 132
#10@250 #10@230 #10@180 #10@250
340 292 144 340
#10@230 #10@260 #10@280 #10@230
358 346 493 150
#10@210 #10@220 #10@150 #10@300
388 346 150 420
#10@200 #10@220 #10@300 #10@180
404 371 180 180
#10@190 #10@210
432 364 198 198
#10@180 #10@210
#10@300
Simply Supported 165 3.54 1.46 4.39 9.4
125 402.5
Four Edges Discontinuous 150 2.02 1.63 2.47
One Short Edge Continuous 7.2 1.49 11.19
42.11
One Long Edge Continuous 2.08 1.43 6.01
110 47.062.28
Two Long Edges Discontinuous 120 1.93 1.49 2.32 5.73
10.92
Two Short Edges Discontinuous 1.92 1.64 5.84
11.43
28.57
#10@300
6.12 32
#10@220
100 53.332.2
Two Adjacent Edges Discontinuous 6.93 1.71
#10@220
1.86
One Long Edge discontinuous 6.98 1.95 11.12
#10@220
One Short Edge discontinuous 1.88 5.94
Interior Panel 1.29 5.35
SLAB TYPE L/350 L/d
Simply Supported 155 3.8 1.58 4.85 10.22 30.77
#10@300

28. LIVE LOAD:2kN/m2
Slab Dimension: 4 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
208 167 281 195
231 197 312 227
257 197 347 227
295 250 406 295
#10@190 #10@220
257 250 344 120
324 234 126 266
314 276 434 132
#10@180 #10@250
342 262 138 312
#10@230 #10@270 #10@270 #10@250
374 302 156 156
#10@210 #10@260
401 276 174 174
#10@190 #10@280
LIVE LOAD:3kN/m2
Slab Dimension: 4 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
242 195 329 227
269 229 366 265
#10@210 #10@220
301 229 408 265
#10@190 #10@220
325 273 448 325
11.43
6.03 50
#10@220
100 53.331.72 2.2
Two Adjacent Edges Discontinuous 105 1.85 1.81 2.37
#10@220
One Long Edge discontinuous 1.88 5.79
#10@220
One Short Edge discontinuous 1.78 5.7
#10@300
SLAB TYPE L/350 L/d
Interior Panel 1.23 5.15
38.1
#10@300
Simply Supported 145 3.58 1.71 4.97 10.26
11.43
33.33
6.38 44.44
Four Edges Discontinuous 130 2.48 1.99 3.43
50
#10@240
One Long Edge Continuous 110 2.26 1.64 3.09 6.99 47.06
Two Long Edges Discontinuous 105 2.49 1.79 3.38 7.66
1.73
#10@220
One Short Edge discontinuous 1.66 5.16
7.9
#10@250
One Short Edge Continuous 115 2.02 1.59 2.76
SLAB TYPE L/350 L/d
Interior Panel 1.15 4.66
53.33
1.82 2.47
Two Short Edges Discontinuous 1.73 6.02
#10@220
100
Two Adjacent Edges Discontinuous 1.86 6.15
#10@220
5.24
#10@220
1.49 2.02
#10@220
One Long Edge discontinuous

29. #10@170 #10@240
301 292 404 120
#10@190 #10@220
341 243 138 280
#10@230 #10@270
332 287 457 144
#10@230 #10@270 #10@170 #10@280
362 273 150 330
#10@210 #10@280 #10@300 #10@230
386 308 174 174
#10@200 #10@250
419 285 192 192
#10@180 #10@270
LIVE LOAD:4kN/m2
Slab Dimension: 4 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
277 222 379 260
#10@200 #10@220
309 262 422 304
#10@180 #10@220
325 245 441 286
#10@170 #10@240
352 292 485 352
#10@220 #10@250 #10@160 #10@220
325 312 436 126
#10@180 #10@240
353 249 150 290
#10@220 #10@300 #10@300 #10@270
360 310 497 150
#10@210 #10@250 #10@150 #10@300
394 296 156 359
#10@190 #10@260 #10@300 #10@210
421 334 180 180
#10@180 #10@230
32
#10@300
11.43
150 6.8 1.68 2.76 11.24
40
One Short Edge Continuous 130 6.4 1.41 2.36 10.16 38.1
Four Edges Discontinuous
50
#10@240
Two Long Edges Discontinuous 2.03 1.41 2.54 5.98
Two Short Edges Discontinuous 105 2.09 1.81 2.57 6.47
2.09 5.61
#10@240
One Long Edge Continuous 2.08 1.43 2.6 6.12
125
#10@220
100 53.331.95 2.38
50
47.06
#10@220
One Short Edge discontinuous 1.9 6.23
Interior Panel 1.32 5.65
Two Adjacent Edges Discontinuous 110 6.72 1.73 2.28 10.72
One Long Edge discontinuous 105 1.7 1.81
8.84
11.43
29.63
#10@300
SLAB TYPE L/350 L/d
#10@300
Simply Supported 160 3.14 1.5 4.19
40
Four Edges Discontinuous 145 2.13 1.68 2.81 6.62 33.33
One Short Edge Continuous 125 1.86 1.43 2.42 5.7
44.44
#10@270
One Long Edge Continuous 120 2.07 1.46 2.69 6.22 42.11
53.33
#10@220
Two Long Edges Discontinuous 115 2.25 1.59 2.92 6.77
6.03 50
#10@240
Two Short Edges Discontinuous 100 2.1 1.88 2.69 6.68
Two Adjacent Edges Discontinuous 105 1.85 1.81 2.37

30. 444 301 204 204
#10@170 #10@260
LIVE LOAD:5kN/m2
Slab Dimension: 4 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
313 251 430 293
#10@180 #10@220
328 275 448 323
#10@170 #10@240
346 258 469 305
#10@220 #10@250 #10@160 #10@250
375 309 518 375
#10@210 #10@250 #10@150 #10@210
328 309 438 138
#10@240 #10@250 #10@170 #10@270
379 265 156 311
#10@200 #10@290 #10@300 #10@250
386 330 533 156
#10@200 #10@230 #10@140 #10@300
441 330 156 402
#10@170 #10@230 #10@300 #10@190
438 346 192 192
#10@170 #10@220
465 314 216 216
#10@160 #10@250
1.48 11.41
One Long Edge Continuous
1.68 10.44
115
7.67
11.43
25.81
#10@300
#10@300
Simply Supported 180 2.82 1.31 3.53
38.1
2.52
Four Edges Discontinuous 160 2.02 1.53 2.5 6.05 29.63
One Short Edge Continuous 7.41
One Long Edge discontinuous 110 6.07 1.73 2 9.79 47.06
7.04 1.39 10.95130
44.442.18
Two Long Edges Discontinuous 6.79 1.37 2.46 10.62
Two Short Edges Discontinuous 1.82 1.55 5.55
Two Adjacent Edges Discontinuous 6.59
53.33
#10@220
One Short Edge discontinuous 105 6.96 1.81 2.25 11.03 50
#10@240
#10@300
SLAB TYPE L/350 L/d
Interior Panel 100 2.17 1.41 2.56 6.15
Simply Supported 170 2.99 1.42 3.84 8.25 27.59

31. LIVE LOAD:2kN/m2
Slab Dimension: 4 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
236 167 316 195
251 197 344 227
290 197 398 227
#10@190 #10@220
311 234 430 279
#10@180 #10@240
273 250 374 120
#10@210 #10@220
339 210 138 242
#10@230 #10@270
326 262 448 138
#10@240 #10@270 #10@170 #10@270
370 249 144 299
#10@210 #10@280 #10@280 #10@260
389 280 168 168
#10@200 #10@280
421 236 186 186
#10@180 #10@300
LIVE LOAD:3kN/m2
Slab Dimension: 4 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
275 195 370 227
#10@210 #10@220
293 229 404 265
#10@190 #10@220
319 215 439 251
#10@170 #10@240
344 256 477 308
11.43
2.18 5.66
#10@240
#10@220
100 53.331.93 2.47
50
47.06
#10@220
One Short Edge discontinuous 1.86 6.26
Interior Panel 1.32 5.73
Two Adjacent Edges Discontinuous 110 6.2 1.71 2.22 10.13
One Long Edge discontinuous 105 1.7 1.79
SLAB TYPE L/350 L/d
7.41 34.78
#10@300
Simply Supported 155 3.03 1.58 4.23 8.83
Four Edges Discontinuous 140 2.35 1.8 3.26
120 6.75 2.64 10.94 42.11
#10@270
One Long Edge Continuous 2.15 2.94 6.64
11.43
30.77
#10@300
1.55
115 44.44
One Short Edge Continuous
53.33
#10@220
Two Long Edges Discontinuous 2.49 1.59 3.4 7.48
Two Short Edges Discontinuous 100 1.92 1.78 2.6 6.29
50
#10@220
One Long Edge discontinuous 1.86
Two Adjacent Edges Discontinuous 105 1.69 1.77 2.29 5.74
#10@240
5.8
#10@220
100
SLAB TYPE L/350 L/d
Interior Panel 1.21 5.15
53.331.67 2.27
#10@220
One Short Edge discontinuous 1.71 5.65

32. #10@220 #10@250 #10@160 #10@250
300 273 413 126
#10@190 #10@240
359 220 150 257
#10@210 #10@300
344 273 473 150
#10@220 #10@280 #10@160 #10@300
410 273 150 330
#10@190 #10@280 #10@300 #10@230
417 298 180 180
#10@180 #10@260
441 245 204 204
#10@170 #10@300
LIVE LOAD:4kN/m^2 Slab Dimension: 4 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
316 222 427 260
#10@180 #10@220
316 245 436 286
#10@180 #10@240
346 230 476 271
#10@220 #10@250 #10@160 #10@250
373 276 518 334
#10@210 #10@270 #10@150 #10@230
325 292 447 132
#10@240 #10@250 #10@170 #10@250
375 228 162 269
#10@210 #10@300 #10@300 #10@290
375 296 515 156
#10@210 #10@260 #10@150 #10@300
446 296 156 359
#10@170 #10@260 #10@300 #10@210
441 313 192 192
#10@170 #10@250
10.69 29.63
#10@300
Four Edges Discontinuous 160 6.45 1.55 2.69
7.13 1.48 11.12
36.36
One Long Edge Continuous 2 1.37 5.88
Two Long Edges Discontinuous 135 2.1 1.28 2.64 6.02
11.43
130 38.12.51
One Short Edge Continuous
One Long Edge discontinuous 110 6.13 1.73 2.09 9.95 47.06
44.44
Two Short Edges Discontinuous 110 1.94 1.67 2.39 6 47.06
Two Adjacent Edges Discontinuous 115 6.21 1.66 2.13 10
53.33
#10@220
One Short Edge discontinuous 105 1.92 1.79 2.36 6.06
Interior Panel 100 2.19 1.41 2.68 6.28
50
#10@240
SLAB TYPE L/350 L/d
6.84 32
#10@300
Simply Supported 170 2.69 1.39 3.61 7.7
Four Edges Discontinuous 150 2.23 1.66 2.96
50
#10@240
Two Long Edges Discontinuous 2.28 1.43 2.98 6.69
Two Short Edges Discontinuous 105 1.94 1.75 2.49 6.18
11.43
27.59
#10@300
125 40
2.58
One Short Edge Continuous 7.09 1.52 11.19
#10@300
One Long Edge Continuous 1.98 1.39 5.94
47.06Two Adjacent Edges Discontinuous 110 6.2 1.71 2.22 10.13

33. 468 259 216 216
#10@160 #10@300
LIVE LOAD:5kN/m^2 Slab Dimension: 4 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
316 219 425 261
#10@240 #10@250 #10@180 #10@250
336 258 464 305
#10@230 #10@250 #10@160 #10@250
390 258 540 305
#10@200 #10@250 #10@140 #10@250
420 309 586 375
#10@180 #10@250 #10@130 #10@210
347 309 478 138
#10@220 #10@250 #10@160 #10@270
402 243 168 288
#10@190 #10@300 #10@300 #10@270
402 315 553 162
#10@190 #10@240 #10@140 #10@300
479 315 162 386
#10@160 #10@240 #10@300 #10@200
474 335 198 198
#10@160 #10@230
492 271 228 228
#10@160 #10@290
#10@300
Simply Supported 190 2.45 1.24 3.09 6.78
135 36.362.43
Four Edges Discontinuous 165 6.65 1.53 2.64
One Short Edge Continuous 7.17 1.46 11.07
34.78
One Long Edge Continuous 6.72 1.34 10.49
115 44.442.29
Two Long Edges Discontinuous 140 6.75 1.26 2.56 10.57
11.35
Two Short Edges Discontinuous 6.72 1.62 10.63
11.43
24.24
#10@300
10.81 28.57
110 47.062.24
Two Adjacent Edges Discontinuous 7.29 1.77
One Long Edge discontinuous 7.18 1.83 11.26
One Short Edge discontinuous 6.76 1.71 10.71
Interior Panel 1.89 1.2 5.34
SLAB TYPE L/350 L/d
Simply Supported 180 2.58 1.31 3.34 7.23 25.81
#10@300

34. LIVE LOAD:2kN/m2
Slab Dimension: 4 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
254 167 337 195
274 197 365 227
#10@210 #10@220
323 197 439 227
#10@170 #10@220
338 234 470 279
#10@230 #10@240 #10@160 #10@240
281 250 387 120
#10@200 #10@220
347 192 150 223
#10@220 #10@300
338 249 463 144
#10@230 #10@280 #10@170 #10@280
377 228 156 277
#10@200 #10@300 #10@300 #10@280
404 271 174 174
#10@190 #10@290
439 202 192 192
#10@170 #10@300
LIVE LOAD:3kN/m2
Slab Dimension: 4 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
297 195 396 227
#10@190 #10@220
302 215 403 251
#10@190 #10@240
356 215 485 251
#10@220 #10@240 #10@160 #10@240
373 256 521 308
11.43
47.06Two Adjacent Edges Discontinuous 110 6.7 1.79 2.28 10.77
#10@240
One Long Edge discontinuous 6.97 1.88 11.17
53.33
#10@220
One Short Edge discontinuous 1.81 1.75 5.88
Interior Panel 100 2.06 1.38 2.64 6.07
105 502.32
8.26
11.43
29.63
#10@300
SLAB TYPE L/350 L/d
#10@300
Simply Supported 160 2.8 1.55 3.91
38.1
Four Edges Discontinuous 145 2.4 1.74 3.34 7.48 33.33
One Short Edge Continuous 130 2.31 1.37 3.18 6.86
40
#10@300
One Long Edge Continuous 120 2.06 1.49 2.83 6.38 42.11
11.09
#10@220
100
53.33
#10@220
Two Long Edges Discontinuous 125 2.42 1.41 3.33 7.16
Two Short Edges Discontinuous 100 1.97 1.81 2.67 6.45
SLAB TYPE L/350 L/d
Interior Panel 1.27 5.47
53.332.42
50
#10@220
1.79
One Long Edge discontinuous 6.73 1.95
#10@220
One Short Edge discontinuous 1.81 6.01
Two Adjacent Edges Discontinuous 105 6.42 1.84 2.36 10.62

35. #10@210 #10@250 #10@150 #10@250
310 273 427 126
#10@180 #10@240
370 203 162 239
#10@210 #10@300
360 262 492 156
#10@210 #10@300 #10@160 #10@300
403 242 168 296
#10@190 #10@300 #10@300 #10@260
422 280 192 192
#10@180 #10@280
462 211 210 210
#10@170 #10@300
LIVE LOAD:4kN/m2
Slab Dimension: 4 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
320 208 427 245
#10@180 #10@240
327 230 437 271
#10@240 #10@250 #10@180 #10@250
385 230 526 271
#10@200 #10@250 #10@140 #10@250
405 276 566 334
#10@190 #10@270 #10@130 #10@230
335 292 463 132
#10@230 #10@250 #10@170 #10@250
388 211 174 251
#10@200 #10@300
392 283 536 162
#10@200 #10@270 #10@140 #10@300
438 262 174 322
#10@170 #10@300 #10@300 #10@240
459 303 198 198
#10@170 #10@250
28.57
#10@300
10.06 36.36
One Short Edge Continuous 145 7.31 1.23 2.79 11.33
#10@300
One Long Edge Continuous 135 6.29 1.32 2.44
47.06
Two Long Edges Discontinuous 145 2.1 1.16 2.66 5.91 33.33
Two Short Edges Discontinuous 110 1.99 1.69 2.46 6.14
11.43
33.33
Four Edges Discontinuous 165 6.65 1.5 2.78 10.94
Two Adjacent Edges Discontinuous 115 6.62 1.73 2.2 10.55 44.44
One Long Edge discontinuous 6.87 1.81 10.91
110
50
#10@240
One Short Edge discontinuous 1.81 1.67 5.7
#10@300
SLAB TYPE L/350 L/d
Interior Panel 105 2.05 1.31 2.51 5.87
47.062.23
29.63
#10@300
Simply Supported 175 2.5 1.38 3.37 7.25
11.43
26.67
160 2.11 1.5 2.82 6.43
38.1
One Short Edge Continuous 140 6.94 1.26 2.85 11.04 34.78
Four Edges Discontinuous
36.36
#10@300
One Long Edge Continuous 130 1.91 1.33 2.51 5.75
Two Long Edges Discontinuous 135 2.26 1.28 2.97 6.52
47.06
Two Short Edges Discontinuous 105 2 1.77 2.57 6.33 50
#10@240
Two Adjacent Edges Discontinuous 110 6.7 1.79 2.28 10.77

36. 490 223 222 222
#10@160 #10@300
LIVE LOAD:5kN/m2
Slab Dimension: 4 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
341 219 455 261
#10@230 #10@250 #10@170 #10@250
349 244 466 289
#10@220 #10@270 #10@160 #10@270
411 244 562 289
#10@190 #10@270 #10@140 #10@270
433 292 605 357
#10@180 #10@260 #10@130 #10@220
358 309 494 138
#10@210 #10@250 #10@150 #10@270
418 226 180 269
#10@180 #10@300 #10@300 #10@290
420 302 576 168
#10@180 #10@260 #10@130 #10@300
456 271 186 335
#10@170 #10@290 #10@300 #10@230
494 325 204 204
#10@150 #10@240
516 234 234 234
#10@150 #10@300 #10@300
27.59
#10@300
Simply Supported 195 2.29 1.21 2.9 6.4
11.43
23.53
170 6.97 1.48 2.74 11.19
34.78
One Short Edge Continuous 155 6.61 1.14 2.51 10.26 30.77
Four Edges Discontinuous
140 6.51 1.29 2.38 10.18
44.44
Two Long Edges Discontinuous 150 2.12 1.14 2.6 5.85 32
One Long Edge Continuous
10.35 42.11
Two Short Edges Discontinuous 115 7.01 1.63 2.36 11
115 44.442.13
Two Adjacent Edges Discontinuous 120 6.56 1.68 2.11
One Long Edge discontinuous 6.68 1.75 10.56
47.06
One Short Edge discontinuous 6.29 1.62 10.04
Interior Panel 110 7.25 1.25 2.39 10.89
SLAB TYPE L/350 L/d
Simply Supported 185 2.4 1.3 3.12 6.82 25
#10@300

37. LIVE LOAD:2kN/m2
Slab Dimension: 5 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
231 269 316 316
273 319 371 371
273 319 371 371
313 359 434 434
#10@250 #10@210
313 359 413 132
#10@250 #10@210 #10@190 #10@250
313 359 132 413
#10@250 #10@210 #10@250 #10@190
342 384 467 150
#10@230 #10@200 #10@160 #10@300
342 384 150 467
#10@230 #10@200 #10@300 #10@160
397 436 174 174
#10@190 #10@180
372 399 216 216
#10@210 #10@190
LIVE LOAD:3kN/m2
Slab Dimension: 5 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
269 315 370 370
300 348 410 410
#10@240 #10@220
300 348 410 410
#10@240 #10@220
346 394 481 481
55.563.04 2.49 3.94115
Two Adjacent Edges Discontinuous 9.47
14.29
#10@190
105 62.52.58 2.73 3.31
#10@190
One Long Edge discontinuous 8.61
4.2
Four Edges Discontinuous 145 3.07 2.68
66.67
#10@220 #10@210
One Short Edge discontinuous 8.61
Interior Panel 100 2.94 2.04 3.76 8.73
SLAB TYPE L/350 L/d
10.02 41.67
#10@300
Simply Supported 180 5.09 0 7.19 12.28
4.27
One Short Edge Continuous 9.43
58.822.98 2.57 4.06
One Long Edge Continuous 9.43
Two Long Edges Discontinuous 9.6
110
#10@180
Two Short Edges Discontinuous 9.6
Two Adjacent Edges Discontinuous 9.6
14.29
32.26
#10@300
125 503.06 2.17
One Long Edge discontinuous
100
#10@220
One Short Edge discontinuous 8.77
SLAB TYPE L/350 L/d
Interior Panel 1.9 7.88
8.77
#10@220 #10@210
66.672.54
2.79
3.44
#10@220 #10@210

38. #10@220 #10@190
346 394 457 138
#10@220 #10@190 #10@170 #10@270
346 394 138 457
#10@220 #10@190 #10@270 #10@170
365 405 498 162
#10@210 #10@190 #10@150 #10@300
365 405 162 498
#10@210 #10@190 #10@300 #10@150
426 465 186 186
#10@180 #10@160
401 428 228 228
#10@190 #10@180
LIVE LOAD:4kN/m2
Slab Dimension: 5 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
309 362 427 427
#10@220 #10@210
325 373 444 444
#10@240 #10@210
325 373 444 444
#10@240 #10@210
358 402 496 496
#10@210 #10@190
358 402 473 150
#10@210 #10@190 #10@160 #10@300
358 402 150 473
#10@210 #10@190 #10@300 #10@160
397 439 542 168
#10@190 #10@170 #10@140 #10@300
397 439 168 542
#10@190 #10@170 #10@300 #10@140
451 488 198 198
#10@170 #10@160
Four Edges Discontinuous 165 2.77 2.31 3.56 8.64
#10@300
140 43.482.9 1.96 3.67
35.71
14.29
One Short Edge Continuous 8.53
One Long Edge Continuous 8.53
125 502.74 2.23 3.42
Two Long Edges Discontinuous 8.39
Two Short Edges Discontinuous 8.39
Two Adjacent Edges Discontinuous 8.39
#10@150
#10@170
110 58.822.57 2.6 3.18
#10@170
One Long Edge discontinuous 8.35
Four Edges Discontinuous 155 2.93 2.5
66.67
#10@180
One Short Edge discontinuous 8.35
Interior Panel 100 3.33 2.18 4.07 9.57
SLAB TYPE L/350 L/d
9.34 38.46
#10@300
Simply Supported 190 4.97 0 6.72 11.69
3.9
One Short Edge Continuous 8.58
55.563.04 2.49 3.94
One Long Edge Continuous 8.58
Two Long Edges Discontinuous 9.47
115Two Short Edges Discontinuous 9.47
Two Adjacent Edges Discontinuous 9.47
#10@160
14.29
30.3
#10@300
135 45.452.86 1.98 3.75

39. 435 464 234 234
#10@180 #10@160
LIVE LOAD:5kN/m2
Slab Dimension: 5 x 5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
309 355 425 425
#10@250 #10@220
330 372 448 448
#10@230 #10@210
330 372 448 448
#10@230 #10@210
369 409 510 510
#10@210 #10@190
369 409 486 162
#10@210 #10@190 #10@160 #10@300
369 409 162 486
#10@210 #10@190 #10@300 #10@160
412 451 561 180
#10@190 #10@170 #10@140 #10@300
412 451 180 561
#10@190 #10@170 #10@300 #10@140
472 509 210 210
#10@160 #10@150
467 498 240 240
#10@160 #10@150
Simply Supported 200 5.24 1.75 6.64 13.63
#10@300
Four Edges Discontinuous 175 2.61 2.15 3.26 8.02
#10@300
150 402.67 1.78 3.28
33.33
14.29
28.57
One Short Edge Continuous 7.73
One Long Edge Continuous 7.73
135 45.452.48 2.01 3.01
Two Long Edges Discontinuous 7.49
#10@150
Two Short Edges Discontinuous 7.49
Two Adjacent Edges Discontinuous 7.49
7.27
#10@170
120 52.632.26 2.29 2.72
#10@170
One Long Edge discontinuous
58.82
#10@180
One Short Edge discontinuous 7.27
SLAB TYPE L/350 L/d
Interior Panel 110 2.87 1.86 3.41 8.13
Simply Supported 195 5.13 1.76 6.69 13.59
#10@300
29.41

40. LIVE LOAD:2kN/m2
Slab Dimension: 5 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
273 269 371 316
#10@210 #10@220
316 319 441 371
#10@170 #10@210
308 298 425 350
#10@180 #10@220
345 339 472 412
#10@220 #10@230 #10@160 #10@190
332 359 455 132
#10@230 #10@210 #10@170 #10@250
342 307 150 360
#10@230 #10@250 #10@300 #10@210
372 368 510 156
#10@150 #10@300
383 353 162 432
#10@200 #10@220 #10@300 #10@180
421 396 192 192
#10@180 #10@190
439 383 222 222
#10@170 #10@200
LIVE LOAD:3kN/m2
Slab Dimension: 5 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
300 294 410 348
#10@190 #10@220
330 327 459 387
#10@230 #10@240 #10@170 #10@200
324 308 446 368
#10@240 #10@250 #10@170 #10@210
365 354 499 436
2.23 3.41 8.25
14.29
One Long Edge discontinuous 115 2.39 2.42 3.1 7.91 55.56
Two Adjacent Edges Discontinuous 50125 2.62
62.5
#10@240
One Short Edge discontinuous 110 2.68 2.64 3.47 8.79
#10@300
SLAB TYPE L/350 L/d
Interior Panel 105 3.04 2 3.9 8.94
58.82
37.04
#10@300
Simply Supported 185 4.76 1.9 6.73 13.38
14.29
31.25
8.83 45.45
Four Edges Discontinuous 160 2.89 2.35 4.05 9.29
#10@210
One Short Edge Continuous 135 2.85 2.04 3.94
50
One Long Edge Continuous 130 3.14 2.11 4.33 9.58 47.62
Two Long Edges Discontinuous 125 2.8 2.17 3.85 8.82
55.56
Two Short Edges Discontinuous 110 3.19 2.64 4.35 10.17 58.82
8.95 62.5
#10@240
Two Adjacent Edges Discontinuous 115 2.84 2.49 3.89 9.23
One Long Edge discontinuous 105 2.64 2.73 3.58
#10@220
One Short Edge discontinuous 3.01 10.07
SLAB TYPE L/350 L/d
Interior Panel 2.04 9.1
#10@220
100 66.673 4.06

41. #10@210 #10@220 #10@150 #10@180
350 372 479 144
#10@220 #10@210 #10@160 #10@280
365 324 162 384
#10@210 #10@240 #10@300 #10@200
397 389 545 168
#10@190 #10@200 #10@140 #10@300
410 374 174 462
#10@190 #10@210 #10@300 #10@170
453 424 204 204
#10@170 #10@180
484 421 228 228
#10@160 #10@180
LIVE LOAD:4kN/m2
Slab Dimension: 5 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
325 315 444 377
#10@170 #10@200
340 332 472 399
#10@160 #10@190
352 332 484 399
#10@220 #10@230 #10@160 #10@190
382 366 521 455
#10@200 #10@210 #10@150 #10@170
365 383 497 156
#10@210 #10@200 #10@150 #10@300
397 351 168 418
#10@190 #10@220 #10@300 #10@180
418 406 573 180
#10@180 #10@190 #10@130 #10@300
432 392 186 488
#10@180 #10@200 #10@300 #10@160
481 448 216 216
#10@160 #10@170
32.26
#10@300
14.29
180 2.67 2.09 3.46 8.21
40
One Short Edge Continuous 155 7.83 1.72 3.22 12.78 38.46
Four Edges Discontinuous
150 2.74 1.78 3.49 8.02
47.62
Two Long Edges Discontinuous 140 2.66 1.96 3.36 7.98 43.48
One Long Edge Continuous
13.6
45.45
2.4
Two Short Edges Discontinuous 130 2.65 2.11 3.32 8.08
120 52.632.99
Two Adjacent Edges Discontinuous 135 2.04 3.02 7.45
#10@230
One Long Edge discontinuous 2.35 7.74
8.79 43.48
One Short Edge Continuous
8.68 58.82
#10@240
One Short Edge discontinuous 2.32 7.71
30.3
#10@300
SLAB TYPE L/350 L/d
Interior Panel 110 3.03 1.91 3.74
Simply Supported 190 4.97 1.91 6.72
2.23 3.41 8.25
41.67
Four Edges Discontinuous 170 2.79 2.21 3.74 8.74 34.48
#10@300
145 8.47 1.87 3.55 13.89
14.29
45.45
One Long Edge Continuous 140 2.94 1.96 3.88
Two Adjacent Edges Discontinuous
135 2.62 1.98 3.44 8.04
50
Two Short Edges Discontinuous 120 2.91 2.35 3.78 9.05 52.63
Two Long Edges Discontinuous
125 2.62

42. 515 446 240 240
#10@150 #10@170
LIVE LOAD:5kN/m2
Slab Dimension: 5 x 5.5
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
330 315 448 382
#10@230 #10@240 #10@170 #10@200
364 353 505 427
#10@210 #10@220 #10@150 #10@180
376 353 518 427
#10@200 #10@220 #10@150 #10@180
410 391 559 489
#10@190 #10@200 #10@140 #10@160
392 409 534 162
#10@200 #10@190 #10@140 #10@300
427 375 174 448
#10@180 #10@210 #10@300 #10@170
449 435 617 186
#10@170 #10@180 #10@120 #10@300
465 420 192 525
#10@160 #10@180 #10@300 #10@150
517 481 222 222
#10@150 #10@160
542 468 252 252
#10@140 #10@160 #10@300
31.25
#10@300
Simply Supported 210 4.62 1.73 5.89 12.24
14.29
27.03
185 8.25 2.06 3.41 13.73
38.46
One Short Edge Continuous 160 8.17 1.69 3.16 13.02 37.04
Four Edges Discontinuous
155 8.95 1.77 3.42 14.14
45.45
Two Long Edges Discontinuous 145 8.79 1.92 3.28 13.98 41.67
One Long Edge Continuous
12.86 43.48
Two Short Edges Discontinuous 135 8.59 2.06 3.22 13.88
125 502.88
Two Adjacent Edges Discontinuous 140 7.94 1.99 2.93
One Long Edge discontinuous 8.2 2.29 13.38
52.63
One Short Edge discontinuous 2.39 2.23 7.5
#10@300
SLAB TYPE L/350 L/d
Interior Panel 120 2.67 1.68 3.2 7.55
Simply Supported 200 4.8 1.82 6.29 12.91 28.57

43. LIVE LOAD:2kN/m2
Slab Dimension: 5 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
316 269 441 316
#10@170 #10@220
322 281 444 332
#10@240 #10@250 #10@170 #10@230
336 266 462 317
#10@230 #10@270 #10@170 #10@240
360 307 494 377
#10@210 #10@250 #10@150 #10@200
345 339 462 138
#10@220 #10@230 #10@170 #10@270
383 283 162 335
#10@200 #10@270 #10@300 #10@230
386 340 532 168
#10@200 #10@230 #10@140 #10@300
420 328 174 404
#10@180 #10@240 #10@300 #10@190
455 376 204 204
#10@170 #10@200
493 362 228 228
#10@150 #10@210
LIVE LOAD:3kN/m2
Slab Dimension: 5 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
330 276 459 330
#10@230 #10@250 #10@170 #10@230
340 292 468 350
#10@230 #10@260 #10@160 #10@220
371 292 512 350
#10@210 #10@260 #10@150 #10@220
399 338 549 418
14.29
Two Adjacent Edges Discontinuous 130 8.61 2.2 3.3 14.11 47.62
One Long Edge discontinuous 8.63 2.42 14.24
120
9.02 58.82
One Short Edge discontinuous 2.46 2.32 7.98
30.3
#10@300
SLAB TYPE L/350 L/d
Interior Panel 110 3.09 1.93 3.99
52.633.2
34.48
#10@300
Simply Supported 190 4.46 1.94 6.32 12.72
14.29
Four Edges Discontinuous 170 2.91 2.21 4.09 9.21
43.48
One Short Edge Continuous 145 8.48 1.9 3.69 14.06 41.67
One Long Edge Continuous 140 2.9 1.94 4.03 8.86
55.56
Two Long Edges Discontinuous 135 2.85 2.04 3.94 8.83 45.45
Two Short Edges Discontinuous 115 3.04 2.49 4.15 9.67
One Short Edge discontinuous 110 2.69 2.6 3.67 8.97 58.82
55.56
Two Adjacent Edges Discontinuous 125 2.44 2.23 3.36 8.04 50
One Long Edge discontinuous 115 2.4 2.46 3.28 8.14
SLAB TYPE L/350 L/d
Interior Panel 100 3.45 2.21 4.67 10.33 66.67
#10@220

44. #10@190 #10@230 #10@140 #10@180
365 354 488 150
#10@210 #10@220 #10@160 #10@300
410 300 174 358
#10@190 #10@260 #10@300 #10@210
414 362 570 180
#10@190 #10@210 #10@130 #10@300
451 350 186 435
#10@170 #10@220 #10@300 #10@180
479 393 222 222
#10@160 #10@200
522 382 246 246
#10@150 #10@200
LIVE LOAD:4kN/m2
Slab Dimension: 5 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
340 281 472 340
#10@230 #10@280 #10@160 #10@230
369 315 508 381
#10@210 #10@240 #10@150 #10@200
403 315 557 381
#10@190 #10@240 #10@140 #10@200
418 351 574 438
#10@180 #10@220 #10@130 #10@170
382 366 510 162
#10@200 #10@210 #10@150 #10@300
432 315 186 378
#10@180 #10@240 #10@300 #10@200
437 379 602 192
#10@180 #10@200 #10@130 #10@300
491 379 192 473
#10@160 #10@200 #10@300 #10@160
521 426 228 228
#10@150 #10@180
14.29
#10@300
37.043.32
Four Edges Discontinuous 190 8.14 2.01 3.54 13.68 30.3
One Short Edge Continuous 8.45 1.74 13.52
One Long Edge Continuous 2.59 1.64 7.55
160
45.45
Two Long Edges Discontinuous 155 7.83 1.72 12.78 38.46
Two Short Edges Discontinuous 135 2.56 2.04 7.81
3.22
Two Adjacent Edges Discontinuous 140 7.72 1.99 2.93 12.65 43.48
One Long Edge discontinuous 8.71 2.35 14.15
125
7.91 52.63
One Short Edge discontinuous 8.44 2.26 13.8
27.78
#10@300
SLAB TYPE L/350 L/d
Interior Panel 120 2.77 1.7 3.44
503.1
31.25
#10@300
Simply Supported 205 4.1 1.77 5.59 11.47
14.29
Four Edges Discontinuous 185 2.63 2 3.56 8.19
40
One Short Edge Continuous 155 8.17 1.77 3.37 13.31 38.46
One Long Edge Continuous 150 2.75 1.78 3.65 8.18
50
Two Long Edges Discontinuous 145 8.47 1.87 3.55 13.89 41.67
Two Short Edges Discontinuous 125 2.79 2.23 3.64 8.66
Two Adjacent Edges Discontinuous 130 8.61 2.2 3.3 14.11 47.62

45. 556 405 258 258
#10@140 #10@190
LIVE LOAD:5kN/m2
Slab Dimension: 5 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
364 299 505 364
#10@210 #10@260 #10@150 #10@210
396 336 545 408
#10@190 #10@230 #10@140 #10@190
432 336 598 408
#10@180 #10@230 #10@130 #10@190
466 391 644 489
#10@160 #10@200 #10@120 #10@160
410 391 547 168
#10@190 #10@200 #10@140 #10@300
465 337 192 406
#10@160 #10@230 #10@300 #10@190
470 407 648 198
#10@160 #10@190 #10@120 #10@300
528 407 198 509
#10@140 #10@190 #10@300 #10@150
561 457 234 234
#10@140 #10@170
576 418 276 276
#10@130 #10@180
Simply Supported 230 3.66 1.55 4.71 9.92
#10@280
Four Edges Discontinuous 195 8.56 1.99 3.51 14.06
#10@300
13.69
165 35.713.26
29.41
14.29
24.39
8.17
One Short Edge Continuous 8.7 1.74
37.04
One Long Edge Continuous 1.64 13.08
140 43.483.13
Two Long Edges Discontinuous 160 1.69 3.16 13.02
14.17
Two Short Edges Discontinuous 8.47 1.99 13.59
130 47.623
Two Adjacent Edges Discontinuous 8.92 2.12
One Long Edge discontinuous 8.81 2.29 14.09
50
One Short Edge discontinuous 8.45 2.2 13.65
Interior Panel 125 2.75 1.63 3.31 7.7
10.97 26.32
#10@300
SLAB TYPE L/350 L/d
Simply Supported 215 4 1.69 5.28

46. LIVE LOAD:2kN/m2
Slab Dimension: 6 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
324 376 448 448
#10@240 #10@200
333 376 452 452
#10@230 #10@200
333 376 452 452
#10@230 #10@200
378 420 523 523
#10@200 #10@180
378 420 498 162
#10@200 #10@180 #10@150 #10@300
378 420 162 498
#10@200 #10@180 #10@300 #10@150
418 455 568 186
#10@180 #10@170 #10@130 #10@300
418 455 186 568
#10@180 #10@170 #10@300 #10@130
481 516 222 222
#10@160 #10@150
476 503 264 264
#10@160 #10@150
LIVE LOAD:3kN/m2
Slab Dimension: 6 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
341 388 470 470
#10@230 #10@200
354 394 480 480
#10@220 #10@190
354 394 480 480
#10@220 #10@190
404 444 559 559
17.14
145 503.44 2.69 4.55
Two Adjacent Edges Discontinuous 10.68
10.04
#10@160
130 57.143.05 3 3.99
#10@160
One Long Edge discontinuous
66.67
#10@160
One Short Edge discontinuous 10.04
SLAB TYPE L/350 L/d
Interior Panel 115 4.2 2.63 5.45 12.28
Simply Supported 220 6.46 0 9.25 15.72
#10@290
Four Edges Discontinuous 185 3.47 2.88 4.91 11.26
#10@300
155 46.153.68 2.44 5.14
37.5
17.14
30.77
One Short Edge Continuous 11.26
One Long Edge Continuous 11.26
135 54.553.65 2.89 5.05
Two Long Edges Discontinuous 11.59
#10@150
Two Short Edges Discontinuous 11.59
Two Adjacent Edges Discontinuous 11.59
11.09
#10@170
120 63.163.29 3.3 4.51
#10@170
One Long Edge discontinuous
75
#10@170
One Short Edge discontinuous 11.09
SLAB TYPE L/350 L/d
Interior Panel 105 4.64 2.95 6.3 13.89

47. #10@190 #10@170
404 444 532 174
#10@190 #10@170 #10@140 #10@300
404 444 174 532
#10@190 #10@170 #10@300 #10@140
449 486 611 198
#10@170 #10@160 #10@120 #10@300
449 486 198 611
#10@170 #10@160 #10@300 #10@120
509 543 240 240
#10@150 #10@140
506 532 282 282
#10@150 #10@140
LIVE LOAD:4kN/m2
Slab Dimension: 6 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
353 396 485 485
#10@220 #10@190
385 427 524 524
#10@200 #10@180
385 427 524 524
#10@200 #10@180
427 466 590 590
#10@180 #10@160
427 466 562 186
#10@180 #10@160 #10@140 #10@300
427 466 186 562
#10@180 #10@160 #10@300 #10@140
476 513 648 210
#10@160 #10@150 #10@120 #10@300
476 513 210 648
#10@160 #10@150 #10@300 #10@120
553 588 246 246
#10@140 #10@130
Four Edges Discontinuous 205 9.67 2.64 4.32 16.63
#10@300
175 4010.14 2.16 4.35
33.33
17.14
One Short Edge Continuous 16.65
One Long Edge Continuous 16.65
155 46.153.23 2.48 4.12
Two Long Edges Discontinuous 9.83
#10@130
Two Short Edges Discontinuous 9.83
Two Adjacent Edges Discontinuous 9.83
9.92
#10@150
135 54.553.09 2.93 3.89
#10@150
One Long Edge discontinuous
60
#10@160
One Short Edge discontinuous 9.92
SLAB TYPE L/350 L/d
Interior Panel 125 3.79 2.32 4.73 10.84
Simply Supported 235 6.07 0 8.38 14.45
#10@270
Four Edges Discontinuous 200 3.19 2.62 4.34 10.14
#10@300
165 42.863.53 2.29 4.72
34.29
17.14
28.57
One Short Edge Continuous 10.54
One Long Edge Continuous 10.54
145 503.44 2.69 4.55
Two Long Edges Discontinuous 10.68
#10@140
Two Short Edges Discontinuous 10.68
Two Adjacent Edges Discontinuous 10.68

48. 546 575 288 288
#10@140 #10@130
LIVE LOAD:5kN/m2
Slab Dimension: 6 x 6
Slab Depth AstX(bot) AstY(bot) AstX(top) Asty(top) ai acs acc Total
mm mm^2/m mm^2/m mm^2/m mm^2/m mm mm mm mm
364 403 499 499
#10@210 #10@190
413 456 562 562
#10@190 #10@170
413 456 562 562
#10@190 #10@170
459 499 635 635
#10@170 #10@150
459 499 605 192
#10@170 #10@150 #10@130 #10@300
459 499 192 605
#10@170 #10@150 #10@300 #10@130
512 551 698 216
#10@150 #10@140 #10@110 #10@300
512 551 216 698
#10@150 #10@140 #10@300 #10@110
594 631 252 252
#10@130 #10@120
585 615 294 294
#10@130 #10@120
Simply Supported 245 6.46 2.06 8.37 16.9
#10@260
Four Edges Discontinuous 210 10.11 2.62 4.3 17.02
#10@300
180 38.7110.52 2.14 4.29
32.43
17.14
27.27
One Short Edge Continuous 16.95
One Long Edge Continuous 16.95
160 44.4410.24 2.44 4.04
Two Long Edges Discontinuous 16.72
#10@120
Two Short Edges Discontinuous 16.72
Two Adjacent Edges Discontinuous 16.72
16.95
#10@140
140 52.1710.3 2.87 3.78
#10@140
One Long Edge discontinuous
54.55
#10@150
One Short Edge discontinuous 16.95
SLAB TYPE L/350 L/d
Interior Panel 135 3.42 2.09 4.16 9.67
Simply Supported 240 6.29 2.02 8.38 16.7
#10@270
27.91

49. Panel Type
LL Range Basic Avg Avg/Basic
2 75 75 1.6
3 62,59,67 62.67 1.33
4 50,59,53,60 55.5 1.18
5 47,47,59,53,50,55 51.83 1.1
LL Range Basic Avg Avg/Basic
2 59,63 61 1.42
3 50,62,59,53,57 56.2 1.31
4 50,47,59,53,50,55 52.33 1.22
5 50,47,44,53,50,48,52 49.14 1.14
LL Range Basic Avg Avg/Basic
2 62,56,63 60.33 1.4
3 50,50,62,56,53,57 54.67 1.27
4 50,47,47,59,53,50,55 51.57 1.2
5 47,47,44,53,50,48,52 48.71 1.13
LL Range Basic Avg Avg/Basic
2 50,50,59,56,50,55 53.33 1.24
3 50,47,47,56,50,48,50 49.71 1.16
4 50,47,44,44,50,45,43,46 46.12 1.07
5 50,47,44,44,42,45,43,43,44 44.67 1.04
LL Range Basic Avg Avg/Basic
2 59,59,56,55 57.25 1.33
3 50,50,56,53,50,50 51.5 1.2
4 50,47,47,50,48,45,46 47.57 1.11
5 50,47,44,44,44,45,45,43,44 45.11 1.05
LL Range Basic Avg Avg/Basic
2 50,44,40,59,50,45,55 49 1.69
3 38,35,50,44,40,36,56,45,42,50 43.6 1.5
4 35,33,32,47,40,36,33,50,43,38,46 39.36 1.36
5 35,33,32,30,50,42,38,35,32,45,42,37,44 38.08 1.31
LL Range Basic Avg Avg/Basic
2 47,44,42,50,48,43,46 45.71 1.58
3 47,42,40,38,45,43,40,43 42.25 1.46One Long Edge Continuous
29
Two Adjacent Edges Discontinuous
43
Two Short Edges Discontinuous
43
Two Long Edges Discontinuous
29
One Long Edge discontinuous
43
L/d Values
Interior Panel
47
One Short Edge discontinuous
43

50. 4 38,38,47,42,40,38,36,43,40,37,40 39.91 1.38
5 38,38,35,35,44,40,38,36,35,40,38,36,39 37.85 1.31
LL Range Basic Avg Avg/Basic
2 38,38,50,44,42,38,50,45,42,46 43.3 1.49
3 38,35,33,44,40,40,35,45,42,38,43 39.36 1.36
4 35,33,32,30,47,42,38,38,33,43,38,37,40 37.38 1.29
5 33,32,29,29,44,40,38,36,31,40,37,36,39 35.69 1.23
LL Range Basic Avg Avg/Basic
2 38,35,33,47,42,38,35,33,42,37,34,38 37.67 1.57
3 38,35,33,32,30,42,38,33,32,30,38,34,31,34 34.29 1.43
4 38,33,32,30,29,27,38,35,32,30,29,36,32,30,33 32.27 1.34
5 35,32,30,29,27,26,36,32,30,29,28,33,31,29,32 30.6 1.28
LL Range Basic Avg Avg/Basic
2 38,33,33,32,32,35,35,33,31,30,32,31,30,31 32.57 1.36
3 38,38,33,32,30,29,29,33,33,30,28,27,30,30,28,29 31.06 1.29
4 35,33,30,29,27,26,26,32,31,28,26,25,29,29,26,28 28.75 1.2
5 35,32,29,26,25,25,25,31,29,26,24,24,29,27,24,27 27.38 1.14
Average Value = 1.3
Note:L/d values for slab thickness > 100 are listed, as the minimum slab thickness is assumed to be 100mm
Simply Supported
24
One Long Edge Continuous
29
One Short Edge Continuous
29
Four Edges Discontinuous
24