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Design tables 2 way slabs as per IS 456 with deflection check

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Design tables 2 way slabs as per IS 456 with deflection check

  1. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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

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