Método de Marcus.xlsx

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  • TABELA 40 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 1

    0.50 0.0059 0.50 0.0236 0.50 0.05900.51 0.0063 0.51 0.0243 0.51 0.06300.52 0.0067 0.52 0.0249 0.52 0.06800.53 0.0072 0.53 0.0255 0.53 0.07300.54 0.0076 0.54 0.0259 0.54 0.07800.55 0.0081 0.55 0.0266 0.55 0.08400.56 0.0085 0.56 0.0272 0.56 0.08900.57 0.0090 0.57 0.0277 0.57 0.09500.58 0.0095 0.58 0.0283 0.58 0.10200.59 0.0100 0.59 0.0288 0.59 0.10800.60 0.0105 0.60 0.0292 0.60 0.11500.61 0.0109 0.61 0.0297 0.61 0.12200.62 0.0116 0.62 0.0302 0.62 0.12900.63 0.0122 0.63 0.0306 0.63 0.13600.64 0.0127 0.64 0.0310 0.64 0.14400.65 0.0133 0.65 0.0314 0.65 0.15100.66 0.0139 0.66 0.0318 0.66 0.15900.67 0.0144 0.67 0.0321 0.67 0.16800.68 0.0150 0.68 0.0325 0.68 0.17600.69 0.0156 0.69 0.0328 0.69 0.18500.70 0.0162 0.70 0.0331 0.70 0.19400.71 0.0168 0.71 0.0334 0.71 0.20300.72 0.0175 0.72 0.0336 0.72 0.21200.73 0.0181 0.73 0.0339 0.73 0.22100.74 0.0187 0.74 0.0342 0.74 0.23100.75 0.0193 0.75 0.0344 0.75 0.24000.76 0.0200 0.76 0.0346 0.76 0.25000.77 0.0206 0.77 0.0348 0.77 0.26000.78 0.0213 0.78 0.0349 0.78 0.27000.79 0.0219 0.79 0.0351 0.79 0.28000.80 0.0226 0.80 0.0353 0.80 0.29000.81 0.0232 0.81 0.0354 0.81 0.30100.82 0.0239 0.82 0.0355 0.82 0.31100.83 0.0246 0.83 0.0357 0.83 0.32200.84 0.0252 0.84 0.0358 0.84 0.3320

    cx cy kx

    2

    2

    . .

    . .x x x

    y y x

    M c p LM c p L

    .

    y x

    y

    x

    x x

    L LLL

    p k p

  • 0.85 0.0259 0.85 0.0359 0.85 0.34300.86 0.0266 0.86 0.0360 0.86 0.35400.87 0.0273 0.87 0.0360 0.87 0.36400.88 0.0279 0.88 0.0361 0.88 0.37500.89 0.0286 0.89 0.0362 0.89 0.38500.90 0.0293 0.90 0.0362 0.90 0.39600.91 0.0300 0.91 0.0363 0.91 0.40700.92 0.0307 0.92 0.0363 0.92 0.41700.93 0.0314 0.93 0.0364 0.93 0.42800.94 0.0321 0.94 0.0364 0.94 0.43800.95 0.0329 0.95 0.0364 0.95 0.44900.96 0.0336 0.96 0.0364 0.96 0.45900.97 0.0343 0.97 0.0364 0.97 0.46900.98 0.0350 0.98 0.0365 0.98 0.48000.99 0.0357 0.99 0.0365 0.99 0.49001.00 0.0365 1.00 0.0365 1.00 0.50001.01 0.0372 1.01 0.0365 1.01 0.51001.02 0.0379 1.02 0.0365 1.02 0.52001.03 0.0387 1.03 0.0364 1.03 0.52901.04 0.0394 1.04 0.0364 1.04 0.53901.05 0.0401 1.05 0.0364 1.05 0.54901.06 0.0409 1.06 0.0364 1.06 0.55801.07 0.0416 1.07 0.0364 1.07 0.56701.08 0.0424 1.08 0.0363 1.08 0.57601.09 0.0431 1.09 0.0363 1.09 0.58501.10 0.0439 1.10 0.0363 1.10 0.59401.11 0.0446 1.11 0.0362 1.11 0.60301.12 0.0454 1.12 0.0362 1.12 0.61101.13 0.0461 1.13 0.0361 1.13 0.62001.14 0.0469 1.14 O,0361 1.14 0.62801.15 0.0476 1.15 0.0360 1.15 0.63001.16 0.0484 1.16 0.0360 1.16 0.64401.17 0.0491 1.17 0.0359 1.17 0.65201.18 0.0499 1.18 0.0358 1.18 0.66001.19 0.0507 1.19 0.0358 1.19 0.66701.20 0.0514 1.20 0.0357 1.20 0.67501.21 0.0521 1.21 0.0356 1.21 0.68201.22 0.0529 1.22 0.0356 1.22 0.68901.23 0.0536 1.23 0.0355 1.23 0.69601.24 0.0544 1.24 0.0354 1.24 0.70301.25 0.0551 1.25 0.0353 1.25 0.70901.26 0.0559 1.26 0.0352 1.26 0.71601.27 0.0566 1.27 0.0351 1.27 0.72201.28 0.0573 1.28 0.0350 1.28 0.72901.29 0.0581 1.29 0.0349 1.29 0.73501.30 0.0588 1.30 0.0348 1.30 0.74101.31 0.0595 1.31 0.0347 1.31 0.7460

  • 1.32 0.0602 1.32 0.0346 1.32 0.75201.33 0.0609 1.33 0.0344 1.33 0.75801.34 0.0617 1.34 0.0343 1.34 0.76301.35 0.0623 1.35 0.0342 1.35 0.76901.36 0.0630 1.36 0.0341 1.36 0.77401.37 0.0639 1.37 0.0339 1.37 0.77901.38 0.0644 1.38 0.0338 1.38 0.78401.39 0.0650 1.39 0.0337 1.39 0.78901.40 0.0657 1.40 0.0335 1.40 0.79301.41 0.0664 1.41 0.0334 1.41 0.79801.42 0.0671 1.42 0.0333 1.42 0.80301.43 0.0677 1.43 0.0331 1.43 0.80701.44 0.0634 1.44 0.0330 1.44 0.81101.45 0.0690 1.45 0.0328 1.45 0.81501.46 0.0696 1.46 0.0327 1.46 0.82001.47 0.0703 1.47 0.0325 1.47 0.82401.43 0.0709 1.43 0.0324 1.43 0.82701.49 0.0715 1.49 0.0322 1.49 0.83101.50 0.0721 1.50 0.0320 1.50 0.83501.51 0.0727 1.51 0.0319 1.51 0.83901.52 0.0733 1.52 0.0317 1.52 0.84201.53 0.0739 1.53 0.0316 1.53 0.84601.54 0.0745 1.54 0.0314 1.54 0.84901,5.5 0.0750 1,5.5 0.0312 1,5.5 0.85201.56 0.0756 1.56 0.0311 1.56 0.85501.57 0.0762 1.57 0.0310 1.57 0.85901.58 0.0767 1.58 0.0307 1.58 0.86201.59 0.0773 1.59 0.0306 1.59 0.86501.60 0.0778 1.60 0.0304 1.60 0.86801.61 0.0784 1.61 0.0302 1.61 0.37001.62 0.0789 1.62 0.0301 1.62 0.87301.63 0.0794 1.63 0.0299 1.63 0.87601.64 0.0799 1.64 0.0297 1.64 0.87801.65 0.0804 1.65 0.0295 1.65 0.88101.66 0.0809 1.66 0.0294 1.66 0.88401.67 0.0814 1.67 0.0292 1.67 0.88601.68 0.0819 1.68 0.0290 1.68 0.88801.69 0.0824 1.69 0.0289 1.69 0.89101.70 0.0829 1.70 0.0287 1.70 0.89301.71 0.0834 1.71 0.0285 1.71 0.89501.72 0.0838 1.72 0.0283 1.72 0.89701.73 0.0843 1.73 0.0282 1.73 0.89901.74 0.0847 1.74 0.0280 1.74 0.90201.75 0.0852 1.75 0.0278 1.75 0.90401.76 0.0856 1.76 0.0276 1.76 0.90601.77 0.0361 1.77 0.0275 1.77 0.90701.78 0.0365 1.78 0.0273 1.78 0.9090

  • 1.79 0.0869 1.79 0.0271 1.79 0.91101.80 0.0873 1.80 0.0270 1.80 0.91301.81 0.0877 1.81 0.0268 1.81 0.91501.82 0.0381 1.82 0.0266 1.82 0.91601.83 0.0386 1.83 0.0264 1.83 0.91801.84 0.0839 1.84 0.0263 1.84 0.92001.85 0.0893 1.85 0.0261 1.85 0.92101.86 0.0897 1.86 0.0259 1.86 0.92301.87 0.0901 1.87 0.0258 1.87 0.92401.88 0.0905 1.88 0.0256 1.88 0.92601.89 0.0908 1.89 0.0254 1.89 0.92701.90 0.0912 1.90 0.0253 1.90 0.92901.91 0.0916 1.91 0.0251 1.91 0.93001.92 0.0919 1.92 0.0250 1.92 0.93101.93 0.0923 1.93 0.0248 1.93 0.93301.94 0.0926 1.94 0.0246 1.94 0.93401.95 0.0930 1.95 0.0244 1.95 0.03501.96 0.0933 1.96 0.0243 1.96 0.93601.97 0.0936 1.97 0.0241 1.97 0.93801.98 0.0939 1.98 0.0240 1.98 0.93901.99 0.0943 1.99 0.0238 1.99 0.94002.00 0.0946 2.00 0.0237 2.00 0.9410

  • TABELA 40 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 1

    Carga Acidental KgEspessura da Laje 0.25 mLx 2.00 mLy 1.00 mPeso Prrpio 1250.00 Kg 0.50Mx 29.50 Kg.m/mMy 118.00 Kg.m/mp 1250.00 Kgpx 73.75 Kg

  • TABELA 42 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 2

    0.50 0.0071 0.50 0.0222 0.50 0.0169 0.500.51 0.0075 0.51 0.0227 0.51 0.0181 0.510.52 0.0080 0.52 0.0231 0.52 0.0193 0.520.53 0.0084 0.53 0.0236 0.53 0.0206 0.530.54 0.0089 0.54 0.0240 0.54 0.0219 0.540.55 0.0093 0.55 0.0245 0.55 0.0233 0.550.56 0.0098 0.56 0.0249 0.56 0.0247 0.560.57 0.0103 0.57 0.0253 0.57 0.0261 0.570.58 0.0107 0.58 0.0256 0.58 0.0276 0.580.59 0.0112 0.59 0.0260 0.59 0.0292 0.590.60 0.0117 0.60 0.0263 0.60 0.0297 0.600.61 0.0122 0.61 0.0266 0.61 0.0321 0.610.62 0.0127 0.62 0.0269 0.62 0.0337 0.620.63 0.0132 0.63 0.0271 0.63 0.0353 0.630.64 0.0137 0.64 0.0274 0.64 0.0369 0.640.65 0.0143 0.65 0.0276 0.65 0.0386 0.650.66 0.0148 0.66 0.0278 0.66 0.0402 0.660.67 0.0153 0.67 0.0280 0.67 0.0419 0.670.68 0.0158 0.68 0.0282 0.68 0.0435 0.680.69 0.0164 0.69 0.0284 0.69 0.0452 0.690.70 0.0169 0.70 0.0285 0.70 0.0469 0.700.71 0.0174 0.71 0.0286 0.71 0.0486 0.710.72 0.0180 0.72 0.0287 0.72 0.0502 0.720.73 0.0185 0.73 0.0288 0.73 0.0519 0.730.74 0.0191 0.74 0.0289 0.74 0.0536 0.740.75 0.0196 0.75 0.0290 0.75 0.0552 0.750.75 0.0196 0.75 0.0290 0.75 0.0552 0.750.76 0.0202 0.76 0.0290 0.76 0.0569 0.760.77 0.0207 0.77 0.0291 0.77 0.0585 0.770.78 0.0213 0.78 0.0291 0.78 0.0601 0.780.79 0.0218 0.79 0.0291 0.79 0.0617 0.790.80 0.0224 0.80 0.0291 0.80 0.0633 0.800.81 0.0230 0.81 0.0291 0.81 0.0648 0.81

    cx cy ex

    2

    2

    2

    . .

    . .. .

    x x x

    y y x

    ex x x

    M c p LM c p LM e p L

    .

    y

    x

    x x

    LL

    p k p

  • 0.82 0.0235 0.82 0.0291 0.82 0.0663 0.820.83 0.0241 0.83 0.0291 0.83 0.0678 0.830.84 0.0246 0.84 0.0290 0.84 0.0693 0.840.85 0.0252 0.85 0.0290 0.85 0.0708 0.850.86 0.0258 0.86 0.0289 0.86 0.0722 0.860.87 0.0263 0.87 0.0288 0.87 0.0737 0.870.88 0.0269 0.88 0.0287 0.88 0.0750 0.880.89 0.0274 0.89 0.0286 0.89 0.0773 0.890.90 0.0280 0.90 0.0286 0.90 0.0776 0.900.91 0.0285 0.91 0.0284 0.91 0.0789 0.910.92 0.0291 0.92 0.0283 0.92 0.0802 0.920.93 0.0297 0.93 0.0282 0.93 0.0814 0.930.94 0.0302 0.94 0.0281 0.94 0.0826 0.940.95 0.0307 0.95 0.0280 0.95 0.0838 0.950.96 0.0313 0.96 0.0278 0.96 0.0850 0.960.97 0.0318 0.97 0.0277 0.97 0.0861 0.970.98 0.0323 0.98 0.0275 0.98 0.0872 0.980.99 0.0329 0.99 0.0274 0.99 0.0883 0.991.00 0.0334 1.00 0.0272 1.00 0.0893 1.001.02 0.0345 1.02 0.0269 1.02 0.0912 1.021.04 0.0355 1.04 0.0265 1.04 0.0932 1.041.06 0.0365 1.06 0.0262 1.06 0.0950 1.061.08 0.0375 1.08 0.0258 1.08 0.0966 1.081.10 0.0384 1.10 0.0254 1.10 0.0982 1.101.12 0.0394 1.12 0.0250 1.12 0.0997 1.121.11 0.0403 1.11 0.0247 1.11 0.1011 1.111.16 0.0412 1.16 0.0243 1.16 0.1024 1.161.18 0.0420 1.18 0.0239 1.18 0.1036 1.181.20 0.0429 1.20 0.0235 1.20 0.1058 1.201.22 0.0437 1.22 0.0231 1.22 0.1059 1.221.24 0.0445 1.24 0.0227 1.24 0.1070 1.241.26 0.0452 1.26 0.0223 1.26 0.1079 1.261.28 0.0460 1.28 0.0219 1.28 0.1088 1.281.30 0.0467 1.30 0.0215 1.30 0.1097 1.301.32 0.0474 1.32 0.0211 1.32 0.1105 1.321.34 0.0480 1.34 0.0207 1.34 0.1112 1.341.36 0.0487 1.36 0.0203 1.36 0.1120 1.361.38 0.0493 1.38 0.0199 1.38 0.1126 1.381.40 0.0499 1.40 0.0196 1.40 0.1133 1.401.42 0.0505 1.42 0.0192 1.42 0.1138 1.421.44 0.0511 1.44 0.0188 1.44 0.1144 1.441.46 0.0516 1.46 0.0185 1.46 0.1149 1.461.48 0.0521 1.48 0.0181 1.48 0.1153 1.481.50 0.0526 1.50 0.0178 1.50 0.1159 1.501.52 0.0531 1.52 0.0174 1.52 0.1163 1.521.54 0.0535 1.54 0.0171 1.54 0.1168 1.541.56 0.0540 1.56 0.0168 1.56 0.1171 1.56

  • 1.58 0.0544 1.58 0.0165 1.58 0.1175 1.581.60 0.0549 1.60 0.0162 1.60 0.1178 1.601.62 0.0553 1.62 0.0158 1.62 0.1182 1.621.64 0.0557 1.64 0.0156 1.64 0.1185 1.641.66 0.0560 1.66 0.0155 1.66 0.1188 1.661.68 0.0564 1.68 0.0150 1.68 0.1191 1.681.70 0.0567 1.70 0.0147 1.70 0.1193 1.701.72 0.0571 1.72 0.0144 1.72 0.1196 1.721.74 0.0574 1.74 0.0142 1.74 0.1198 1.741.76 0.0577 1.76 0.0139 1.76 0.1199 1.761.78 0.0581 1.78 0.0136 1.78 0.1202 1.781.80 0.0583 1.80 0.0134 1.80 0.1205 1.801.82 0.0586 1.82 0.0132 1.82 0.1206 1.821.84 0.0589 1.84 0.0129 1.84 0.1208 1.841.86 0.0591 1.86 0.0127 1.86 0.1209 1.861.88 0.0594 1.88 0.0125 1.88 0.1211 1.881.90 0.0596 1.90 0.0122 1.90 0.1214 1.901.92 0.0599 1.92 0.0120 1.92 0.1215 1.921.94 0.0601 1.94 0.0118 1.94 0.1215 1.941.96 0.0604 1.96 0.0116 1.96 0.1216 1.961.98 0.0606 1.98 0.0114 1.98 0.1218 1.982.00 0.0608 2.00 0.0112 2.00 0.1220 2.00

  • TABELA 42 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 2

    0.13500.14500.15400.16500.1750 Carga Acidental Kg0.1860 Espessura da Laje 0.25 m0.1970 Lx 2.00 m0.2090 Ly 1.00 m0.2200 Peso Prprio 1250.00 Kg0.2320 0.500.2450 Mx 35.50 Kg.m/m0.2570 My 111.00 Kg.m/m0.2700 Mex 11.41 Kg.m/m0.2820 p 1250.00 Kg0.2950 px 168.75 Kg0.30800.32200.33500.34800.36200.37500.38800.40200.41500.42800.44200.44200.45500.46800.48100.49300.50600.5180

    kx

  • 0.53100.54300.55400.56600.57800.58900.60000.61100.62100.63200.64200.65200.66100.67100.68000.68900.69700.70600.71400.73000.74500.75900.77300.78500.79700.80800.81900.82900.83800.84700.85500.86300.87000.87700.88400.88900.89500.90100.90600.91000.91500.91900.92300.92700.93000.93400.9370

  • 0.94000.94200.94500.94800.95000.95200.95400.95600.95800.96000.96200.96300.96500.96600.96800.96900.97000.97100.97200.97400.97500.9760

  • TABELA 43 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 3

    ex 1.00 0.0269 1.00 0.0269 1.00 0.0625 1.001.01 0.0275 1.01 0.0269 1.01 0.0637 1.011.02 0.0280 1.02 0.0269 1.02 0.0650 1.021.03 0.0285 1.03 0.0269 1.03 0.0662 1.031.04 0.0290 1.04 0.0269 1.04 0.0674 1.041.05 0.0296 1.05 0.0268 1.05 0.0686 1.051.06 0.0301 1.06 0.0268 1.06 0.0697 1.061.07 0.0306 1.07 0.0268 1.07 0.0709 1.071.08 0.0311 1.08 0.0267 1.08 0.0720 1.081.09 0.0317 1.09 0.0266 1.09 0.0731 1.091.10 0.0322 1.10 0.0266 1.10 0.0743 1.101.11 0.0327 1.11 0.0265 1.11 0.0754 1.111.12 0.0332 1.12 0.0264 1.12 0.0764 1.121.13 0.0337 1.13 0.0264 1.13 0.0775 1.131.14 0.0342 1.14 0.0263 1.14 0.0785 1.141.15 0.0347 1.15 0.0262 1.15 0.0796 1.151.16 0.0351 1.16 0.0261 1.16 0.0805 1.161.17 0.0356 1.17 0.0260 1.17 0.0815 1.171.18 0.0361 1.18 0.0259 1.18 0.0824 1.181.19 0.0366 1.19 0.0258 1.19 0.0834 1.191.20 0.0370 1.20 0.0257 1.20 0.0844 1.201.21 0.0375 1.21 0.0256 1.21 0.0852 1.211.22 0.0379 1.22 0.0255 1.22 0.0861 1.221.23 0.0384 1.23 0.0254 1.23 0.0870 1.231.24 0.0388 1.24 0.0253 1.24 0.0879 1.241.25 0.0393 1.25 0.0251 1.25 0.0886 1.251.26 0.0397 1.26 0.0257 1.26 0.0895 1.261.27 0.0401 1.27 0.0249 1.27 0.0903 1.271.28 0.0406 1.28 0.0248 1.28 0.0911 1.281.29 0.0410 1.29 0.0246 1.29 0.0918 1.291.30 0.0414 1.30 0.0245 1.30 0.0926 1.301.31 0.0418 1.31 0.0244 1.31 0.0933 1.311.32 0.0422 1.32 0.0242 1.32 0.0941 1.321.33 0.0426 1.33 0.0241 1.33 0.0947 1.331.34 0.0430 1.34 0.0239 1.34 0.0954 1.341.35 0.0434 1.35 0.0238 1.35 0.0961 1.351.36 0.0437 1.36 0.0237 1.36 0.0967 1.36

    cx cy

    .

    y x

    y

    x

    x x

    L LLL

    p k p

    2

    2

    2

    2

    . .

    . .. .. .

    x x x

    y y x

    ex x x

    ey y x

    M c p LM c p LM e p LM e p L

  • 1.37 0.0441 1.37 0.0235 1.37 0.0974 1.371.38 0.0445 1.38 0.0234 1.38 0.0979 1.381.39 0.0449 1.39 0.0232 1.39 0.0986 1.391.40 0.0452 1.40 0.0231 1.40 0.0992 1.401.41 0.0456 1.41 0.0229 1.41 0.0998 1.411.42 0.0459 1.42 0.0228 1.42 0.1003 1.421.43 0.0462 1.43 0.0226 1.43 0.1009 1.431.44 0.0466 1.44 0.0225 1.44 0.1014 1.441.45 0.0469 1.45 0.0223 1.45 0.1019 1.451.46 0.0473 1.46 0.0222 1.46 0.1025 1.461.47 0.0476 1.47 0.0221 1.47 0.1030 1.471.48 0.0479 1.48 0.0219 1.48 0.1034 1.481.49 0.0482 1.49 0.0217 1.49 0.1040 1.491.50 0.0485 1.50 0.0216 1.50 0.1044 1.501.51 0.0488 1.51 0.0214 1.51 0.1048 1.511.52 0.0491 1.52 0.0213 1.52 0.1053 1.521.53 0.0494 1.53 0.0211 1.53 0.1057 1.531.54 0.0497 1.54 0.0210 1.54 0.1062 1.541.55 0.0500 1.55 0.0208 1.55 0.1065 1.551.56 0.0502 1.56 0.0207 1.56 0.1069 1.561.57 0.0505 1.57 0.0205 1.57 0.1073 1.571.58 0.0508 1.58 0.0204 1.58 0.1078 1.581.59 0.0511 1.59 0.0202 1.59 0.1081 1.591.60 0.0513 1.60 0.0201 1.60 0.1085 1.601.61 0.0516 1.61 0.0199 1.61 0.1088 1.611.62 0.0518 1.62 0.0198 1.62 0.1092 1.621.63 0.0521 1.63 0.0196 1.63 0.1095 1.631.64 0.0523 1.64 0.0195 1.64 0.1098 1.641.65 0.0526 1.65 0.0193 1.65 0.1101 1.651.66 0.0528 1.66 0.0192 1.66 0.1105 1.661.67 0.0530 1.67 0.0190 1.67 0.1107 1.671.68 0.0533 1.68 0.0189 1.68 0.1111 1.681.69 0.0535 1.69 0.0187 1.69 0.1113 1.691.70 0.0537 1.70 0.0186 1.70 0.1116 1.701.71 0.0539 1.71 0.0184 1.71 0.1120 1.711.72 0.0541 1.72 0.0183 1.72 0.1122 1.721.73 0.0544 1.73 0.0182 1.73 0.1125 1.731.74 0.0546 1.74 0.0180 1.74 0.1127 1.741.75 0.0548 1.75 0.0179 1.75 0.1130 1.751.75 0.0548 1.75 0.0179 1.75 0.1130 1.751.76 0.0550 1.76 0.0177 1.76 0.1132 1.761.77 0.0552 1.77 0.0176 1.77 0.1135 1.771.78 0.0553 1.78 0.0175 1.78 0.1136 1.781.79 0.0555 1.79 0.0173 1.79 0.1139 1.791.80 0.0558 1.80 0.0172 1.80 0.1142 1.801.81 0.0559 1.81 0.0171 1.81 0.1144 1.811.82 0.0561 1.82 0.0169 1.82 0.1146 1.821.83 0.0562 1.83 0.0168 1.83 0.1148 1.831.84 0.0564 1.84 0.0167 1.84 0.1149 1.841.85 0.0566 1.85 0.0165 1.85 0.1152 1.85

  • 1.86 0.0568 1.86 0.0164 1.86 0.1153 1.861.87 0.0569 1.87 0.0163 1.87 0.1156 1.871.88 0.0571 1.88 0.0162 1.88 0.1157 1.881.89 0.0573 1.89 0.0160 1.89 0.1159 1.891.90 0.0574 1.90 0.0159 1.90 0.1161 1.901.91 0.0576 1.91 0.0158 1.91 0.1163 1.911.92 0.0577 1.92 0.0157 1.92 0.1164 1.921.93 0.0579 1.93 0.0155 1.93 0.1166 1.931.94 0.0580 1.94 0.0154 1.94 0.1168 1.941.95 0.0582 1.95 0.0153 1.95 0.1170 1.951.96 0.0583 1.96 0.0152 1.96 0.1171 1.961.97 0.0585 1.97 0.0157 1.97 0.1172 1.971.98 0.0586 1.98 0.0150 1.98 0.1174 1.981.99 0.0587 1.99 0.0148 1.99 0.1175 1.992.00 0.0589 2.00 0.0147 2.00 0.1175 2.00

  • TABELA 43 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 3

    ey 0.0625 1.00 0.50000.0625 1.01 0.51000.0625 1.02 0.52000.0624 1.03 0.52900.0623 1.04 0.53900.0622 1.05 0.5490 Carga Acidental 630 Kg0.0621 1.06 0.5580 Espessura da Laje 0.25 m0.0619 1.07 0.5670 Lx 1.12 m0.0618 1.08 0.5760 Ly 1.87 m0.0616 1.09 0.5850 Peso Prprio 1939.00 Kg0.0614 1.10 0.5940 1.670.0612 1.11 0.6030 Mx 170.80 Kg.m/m0.0609 1.12 0.6110 My 61.23 Kg.m/m0.0607 1.13 0.6200 Mex 316.07 Kg.m/m0.0604 1.14 0.6280 Mey 14.58 Kg.m/m0.0601 1.15 0.6360 p 2569.00 Kg0.0598 1.16 0.6440 px 2276.13 Kg0.0596 1.17 0.6520 py 292.87 Kg0.0592 1.18 0.66000.0589 1.19 0.66700.0586 1.20 0.67400.0582 1.21 0.68200.0579 1.22 0.69000.0575 1.23 0.69600.0571 1.24 0.70300.0568 1.25 0.70900.0564 1.26 0.71600.0560 1.27 0.72200.0556 1.28 0.72900.0552 1.29 0.73500.0548 1.30 0.74100.0544 1.31 0.74600.0540 1.32 0.75200.0536 1.33 0.75800.0531 1.34 0.76300.0527 1.35 0.76900.0523 1.36 0.7740

    kx

  • 0.0519 1.37 0.77900.0517 1.38 0.78400.0510 1.39 0.78900.0506 1.40 0.79300.0502 1.41 0.79800.0498 1.42 0.80300.0493 1.43 0.80700.0489 1.44 0.81100.0485 1.45 0.87500.0481 1.46 0.82000.0476 1.47 0.82400.0472 1.48 0.82700.0468 1.49 0.83100.0464 1.50 0.83500.0460 1.51 0.83900.0456 1.52 0.84200.0452 1.53 0.84600.0448 1.54 0.84900.0444 1.55 0.85200.0439 1.56 0.85500.0436 1.57 0.85900.0432 1.58 0.86200.0433 1.59 0.86500.0424 1.60 0.86800.0420 1.61 0.87000.0416 1.62 0.87300.0412 1.63 0.87600.0408 1.64 0.87800.0404 1.65 0.88100;0401 1.66 0.88400.0397 1.67 0.88600.0394 1.68 0.88800.0390 1.69 0.89100.0386 1.70 0.89300.0383 1.71 0.89500.0379 1.72 6.89700.0376 1.73 0.89900.0372 1.74 0.90200.0369 1.75 0.90400.0369 1.75 0.90400.0365 1.76 0.90600.0362 1.77 0.90700.0359 1.78 0.90900.0356 1.79 0.91100.0352 1.80 0.91300.0349 1.81 0.91500.0346 1.82 0.91600.0343 1.83 0.91800.0340 1.84 0.92000.0336 1.85 0.9210

  • 0.0333 1.86 0.92300.0330 1.87 0.92400.0327 1.88 0.92600.0325 1.89 0.92700.0322 1.90 0.92900.0319 1.91 0.93000.0316 1.92 0.93100.0313 1.93 0.93300.0310 1.94 0.93400.0308 1.95 0.93500.0305 1.96 0.93600.0302 1.97 0.93800.0299 1.98 0.93900.0297 1.99 0.94100.0294 2.00 0.9410

  • TABELA 43 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 3

  • TABELA 44 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 4

    0.50 0.0073 0.50 0.0200 0.50 0.0198 0.500.51 0.0077 0.51 0.0204 0.51 0.0211 0.510.52 0.0081 0.52 0.0207 0.52 0.0223 0.520.53 0.0085 0.53 0.0210 0.53 0.0236 0.530.54 0.0089 0.54 0.0212 0.54 0.0249 0.540.55 0.0093 0.55 0.0215 0.55 0.0262 0.550.56 0.0097 0.56 0.0217 0.56 0.0275 0.560.57 0.0101 0.57 0.0219 0.57 0.0288 0.570.58 0.0196 0.58 0.0221 0.58 0.0301 0.580.59 0.0110 0.59 0.0222 0.59 0.0314 0.590.60 0.0114 0.60 0.0223 0.60 0.0328 0.600.61 0.0118 0.61 0.0225 0.61 0.0341 0.610.62 0.0123 0.62 0.0226 0.62 0.0354 0.620.63 0.0127 0.63 0.0226 0.63 0.0367 0.630.64 0.0131 0.64 0.0227 0.64 0.0380 0.640.65 0.0136 0.65 0.0227 0.65 0.0393 0.650.66 0.0140 0.66 0.0227 0.66 0.0406 0.660.67 0.0144 0.67 0.0227 0.67 0.0418 0.670.68 0.0149 0.68 0.0227 0.68 0.0431 0.680.69 0.0153 0.69 0.0227 0.69 0.0443 0.690.70 0.0157 0.70 0.0227 0.70 0.0454 0.700.71 0.0161 0.71 0.0226 0.71 0.0466 0.710.72 0.0166 0.72 0.0226 0.72 0.0478 0.720.73 0.0170 0.73 0.0225 0.73 0.0489 0.730.74 0.0174 0.74 0.0224 0.74 0.0500 0.740.75 0.0178 0.75 0.0223 0.75 0.0511 0.750.76 0.0182 0.76 0.0222 0.76 0.0521 0.760.77 0.0186 0.77 0.0221 0.77 0.0531 0.770.78 0.0190 0.78 0.0219 0.78 0.0541 0.780.79 0.0194 0.79 0.0218 0.79 0.0551 0.790.80 0.0198 0.80 0.0217 0.80 0.0560 0.800.81 0.0202 0.81 0.0215 0.81 0.0569 0.810.82 0.0206 0.82 0.0214 0.82 0.0558 0.820.83 0.0210 0.83 0.0212 0.83 0.0586 0.830.84 0.0214 0.84 0.0210 0.84 0.0594 0.84

    cx cy ex

    .

    y

    x

    x x

    LL

    p k p

    2

    2

    2

    . .

    . .. .

    x x x

    y y x

    ex x x

    M c p LM c p LM e p L

  • 0.85 0.0218 0.85 0.0209 0.85 0.0602 0.850.86 0.0221 0.86 0.0207 0.86 0.0610 0.860.87 0.0225 0.87 0.0205 0.87 0.0618 0.870.88 0.0228 0.88 0.0203 0.88 0.0625 0.880.89 0.0232 0.89 0.0201 0.89 0.0632 0.890.90 0.0235 0.90 0.0199 0.90 0.0639 0.900.91 0.0239 0.91 0.0197 0.91 0.0645 0.910.92 0.0242 0.92 0.0195 0.92 0.0651 0.920.93 0.0245 0.93 0.0194 0.93 0.0657 0.930.94 0.0249 0.94 0.0191 0.94 0.0664 0.940.95 0.0252 0.95 0.0189 0.95 0.0669 0.950.96 0.0255 0.96 0.0187 0.96 0.0675 0.960.97 0.0258 0.97 0.0185 0.97 0.0680 0.970.98 0.0261 0.98 0.0183 0.98 0.0685 0.980.99 0.0264 0.99 0.0181 0.99 0.0690 0.991.00 0.0267 1.00 0.0179 1.00 0.0694 1.001.02 0.0272 1.02 0.0175 1.02 0.0703 1.021.04 0.0278 1.04 0.0171 1.04 0.0712 1.041.06 0.0283 1.06 0.0168 1.06 0.0719 1.061.08 0.0288 1.08 0.0164 1.08 0.0727 1.081.10 0.0293 1.10 0.0160 1.10 0.0733 1.101.12 0.0297 1.12 0.0156 1.12 0.0740 1.121.14 0.0301 1.14 0.0152 1.14 0.0745 1.141.16 0.0305 1.16 0.0149 1.16 0.0751 1.161.18 0.0309 1.18 0.0143 1.18 0.0755 1.181.20 0.0313 1.20 0.0142 1.20 0.0760 1.201.22 0.0317 1.22 0.0138 1.22 0.0760 1.221.24 0.0320 1.24 0.0135 1.24 0.0769 1.241.26 0.0323 1.26 0.0132 1.26 0.0772 1.261.28 0.0327 1.28 0.0129 1.28 0.0776 1.281.30 0.0330 1.30 0.0126 1.30 0.0779 1.301.32 0.0332 1.32 0.0123 1.32 0.0782 1.321.34 0.0335 1.34 0.0120 1.34 0.0785 1.341.36 0.0338 1.36 0.0117 1.36 0.0787 1.361.38 0.0340 1.38 0.0114 1.38 0.0790 1.381.40 0.0343 1.40 0.0112 1.40 0.0792 1.401.42 0.0345 1.42 0.0109 1.42 0.0794 1.421.44 0.0347 1.44 0.0106 1.44 0.0796 1.441.46 0.0349 1.46 0.0104 1.46 0.0798 1.461.48 0.0351 1.48 0.0102 1.48 0.0800 1.481.50 0.0353 1.50 0.0099 1.50 0.0802 1.501.50 0.0353 1.50 0.0099 1.50 0.0802 1.501.52 0.0355 1.52 0.0097 1.52 0.0803 1.521.54 0.0357 1.54 0.0095 1.54 0.0804 1.541.56 0.0359 1.56 0.0093 1.56 0.0806 1.561.58 0.0360 1.58 0.0091 1.58 0.0808 1.581.60 0.0362 1.60 0.0089 1.60 0.0808 1.60

  • 1.62 0.0363 1.62 0.0087 1.62 0.0810 1.621.64 0.0365 1.64 0.0085 1.64 0.0811 1.641.66 0.0376 1.66 0.0083 1.66 0.0812 1.661.68 0.0368 1.68 0.0081 1.68 0.0813 1.681.70 0.0369 1.70 0.0080 1.70 0.0814 1.701.72 0.0370 1.72 0.0078 1.72 0.0815 1.721.74 0.0371 1.74 0.0077 1.74 0.0816 1.741.76 0.0372 1.76 0.0075 1.76 0.0816 1.761.78 0.0373 1.78 0.0073 1.78 0.0817 1.781.80 0.0375 1.80 0.0072 1.80 0.0818 1.801.82 0.0376 1.82 0.0071 1.82 0.0818 1.821.84 0.0377 1.84 0.0069 1.84 0.0819 1.841.86 0.0378 1.86 0.0068 1.86 0.0820 1.861.88 0.0378 1.88 0.0066 1.88 0.0820 1.881.90 0.0379 1.90 0.0065 1.90 0.0821 1.901.92 0.0380 1.92 0.0064 1.92 0.0821 1.921.94 0.0381 1.94 0.0063 1.94 0.0822 1.941.96 0.0382 1.96 0.0062 1.96 0.0822 1.961.98 0.0383 1.98 0.0060 1.98 0.0822 1.982.00 0.0383 2.00 0.0059 2.00 0.0823 2.00

  • TABELA 44 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 4

    0.23800.25300.26800.28300.29800.34100.3300 Carga Acidental 630.00 Kg0.3450 Espessura da Laje 0.25 m0.3610 Lx 1.12 m0.3770 Ly 1.87 m0.3930 Peso Prprio 1939.00 Kg0.4090 1.670.4250 Mx 121.17 Kg.m/m0.4410 My 26.75 Kg.m/m0.4560 Mex 192.37 Kg.m/m0.4720 p 2569.00 Kg0.4870 px 1888.59 Kg0.50200.51700.53100.54500.55900.57300.58700.60000.61300.62500.63700.64900.66100.67200.68300.69300.70300.7130

    kx

  • 0.72300.73200.74100.75000.75800.76600.77400.78200.78900.79600.80300.80900.81600.82200.82800.83300.84400.85400.86300.87200.88000.88700.89400.90000.90600.91200.91700.92200.92600.93100.93400.93800.94200.94500.94800.95000.95300.95500.95800.96000.96200.96200.96400.96600.96700.96900.9700

  • 0.97200.97300.97400.97500.97700.97800.97900.98000.98000.98100.98200.98300.98300.98400.98500.98500.98600.98700.98700.9880

  • TABELA 45 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 5

    ex 0.50 0.0041 0.50 0.0140 0.50 0.0093 0.500.51 0.0043 0.51 0.0144 0.51 0.0099 0.510.52 0.0046 0.52 0.0148 0.52 0.0105 0.520.53 0.0049 0.53 0.0151 0.53 0.0114 0.530.54 0.0052 0.54 0.0155 0.54 0.0121 0.540.55 0.0053 0.55 0.0158 0.55 0.0129 0.550.56 0.0058 0.56 0.0162 0.56 0.0137 0.560.57 0.0062 0.57 0.0165 0.57 0.0145 0.570.58 0.0065 0.58 0.0168 0.58 0.0154 0.580.59 0.0069 0.59 0.0171 0.59 0.0162 0.590.60 0.0072 0.60 0.0174 0.60 0.0171 0.600.61 0.0076 0.61 0.0177 0.61 0.0181 0.610.62 0.0079 0.62 0.0180 0.62 0.0190 0.620.63 0.0083 0.63 0.0182 0.63 0.0200 0.630.64 0.0087 0.64 0.0185 0.64 0.0209 0.640.65 0.0091 0.65 0.0187 0.65 0.0219 0.650.66 0.0094 0.66 0.0189 0.66 0.0229 0.660.67 0.0098 0.67 0.0191 0.67 0.0239 0.670.68 0.0102 0.68 0.0193 0.68 0.0250 0.680.69 0.0106 0.69 0.0195 0.69 0.0260 0.690.70 0.0110 0.70 0.0197 0.70 0.0270 0.700.71 0.0114 0.71 0.0198 0.71 0.0281 0.710.72 0.0118 0.72 0.0200 0.72 0.0291 0.720.73 0.0122 0.73 0.0201 0.73 0.0302 0.730.74 0.0126 0.74 0.0202 0.74 0.0312 0.740.75 0.0131 0.75 0.0203 0.75 0.0323 0.750.76 0.0135 0.76 0.0204 0.76 0.0334 0.760.77 0.0139 0.77 0.0205 0.77 0.0344 0.770.78 0.0143 0.78 0.0206 0.78 0.0355 0.780.79 0.0147 0.79 0.0206 0.79 0.0365 0.790.80 0.0151 0.80 0.0207 0.80 0.0375 0.800.81 0.0155 0.81 0.0207 0.81 0.0386 0.810.82 0.0159 0.82 0.0207 0.82 0.0396 0.820.83 0.0163 0.83 0.0207 0.83 0.0406 0.830.84 0.0167 0.84 0.0207 0.84 0.0416 0.840.85 0.0171 0.85 0.0207 0.85 0.0426 0.850.86 0.0175 0.86 0.0207 0.86 0.0435 0.860.87 0.0179 0.87 0.0207 0.87 0.0445 0.870.88 0.0183 0.88 0.0207 0.88 0.0454 0.880.89 0.0186 0.89 0.0206 0.89 0.0464 0.89

    cx cy

    2

    2

    2

    2

    . .

    . .. .. .

    x x x

    y y x

    ex x x

    ey y x

    M c p LM c p LM e p LM e p L

    .

    y

    x

    x x

    LL

    p k p

  • 0.90 0.0190 0.90 0.0206 0.90 0.0473 0.900.91 0.0194 0.91 0.0205 0.91 0.0482 0.910.92 0.0198 0.92 0.0205 0.92 0.0491 0.920.93 0.0202 0.93 0.0204 0.93 0.0500 0.930.94 0.0205 0.94 0.0203 0.94 0.0508 0.940.95 0.0209 0.95 0.0203 0.95 0.0516 0.950.96 0.0213 0.96 0.0202 0.96 0.0525 0.960.97 0.0216 0.97 0.0201 0.97 0.0532 0.970.98 0.0219 0.98 0.0200 0.98 0.0541 0.980.99 0.0223 0.99 0.0199 0.99 0.0548 0.991.00 0.0226 1.00 0.0197 1.00 0.0555 1.001.02 0.0233 1.02 0.0196 1.02 0.0570 1.021.04 0.0239 1.04 0.0193 1.04 0.0584 1.041.06 0.0246 1.06 0.0191 1.06 0.0597 1.061.08 0.0251 1.08 0.0188 1.08 0.0609 1.081.10 0.0258 1.10 0.0185 1.10 0.0621 1.101.12 0.0263 1.12 0.0182 1.12 0.0632 1.121.14 0.0268 1.14 0.0180 1.14 0.0643 1.141.16 0.0274 1.16 0.0177 1.16 0.0653 1.161.18 0.0279 1.18 0.0174 1.18 0.0663 1.181.20 0.0283 1.20 0.0171 1.20 0.0672 1.201.22 0.0288 1.22 0.0168 1.22 0.0680 1.221.24 0.0293 1.24 0.0165 1.24 0.0688 1.241.26 0.0297 1.26 0.0162 1.26 0.0695 1.261.28 0.0301 1.28 0.0159 1.28 0.0702 1.281.30 0.0305 1.30 0.0156 1.30 0.0709 1.301.32 0.0309 1.32 0.0153 1.32 0.0715 1.321.34 0.0312 1.34 0.0154 1.34 0.0721 1.341.36 0.0316 1.36 0.0148 1.36 0.0727 1.361.38 0.0319 1.38 0.0145 1.38 0.0733 1.381.40 0.0323 1.40 0.0142 1.40 0.0738 1.401.42 0.0326 1.42 0.0139 1.42 0.0742 1.421.44 0.0329 1.44 0.0136 1.44 0.0747 1.441.46 0.0331 1.46 0.0134 1.46 0.0751 1.461.48 0.0334 1.48 0.0131 1.48 0.0755 1.481.50 0.0337 1.50 0.0129 1.50 0.0759 1.501.52 0.0339 1.52 0.0126 1.52 0.0762 1.521.54 0.0341 1.54 0.0124 1.54 0.0765 1.541.56 0.0344 1.56 0.0121 1.56 0.0769 1.561.58 0.0346 1.58 0.0119 1.58 0.0772 1.581.60 0.0348 1.60 0.0117 1.60 0.0775 1.601.62 0.0350 1.62 0.0114 1.62 0.0777 1.621.64 0.0352 1.64 0.0112 1.64 0.0779 1.641.66 0.0354 1.66 0.0110 1.66 0.0782 1.661.68 0.0356 1.68 0.0108 1.68 0.0784 1.681.70 0.0358 1.70 0.0106 1.70 0.0786 1.701.72 0.0359 1.72 0.0104 1.72 0.0789 1.721.74 0.0361 1.74 0.0102 1.74 0.0791 1.741.76 0.0362 1.76 0.0100 1.76 0.0792 1.761.78 0.0364 1.78 0.0098 1.78 0.0794 1.78

  • 1.80 0.0365 1.80 0.0096 1.80 0.0796 1.801.82 0.0367 1.82 0.0095 1.82 0.0797 1.821.84 0.0368 1.84 0.0093 1.84 0.0798 1.841.86 0.0369 1.86 0.0091 1.86 0.0800 1.861.88 0.0370 1.88 0.0090 1.88 0.0801 1.881.90 0.0372 1.90 0.0088 1.90 0.0803 1.901.92 0.0373 1.92 0.0086 1.92 0.0804 1.921.94 0.0374 1.94 0.0085 1.94 0.0805 1.941.96 0.0375 1.96 0.0083 1.96 0.0806 1.961.98 0.0376 1.98 0.0082 1.98 0.0807 1.982.00 0.0378 2.00 0.0080 2.00 0.0808 2.00

  • TABELA 45 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 5

    ey 0.0278 0.50 0.11100.0286 0.51 0.11900.0295 0.52 0.12700.0303 0.53 0.13600.0311 0.54 0.14500.0320 0.55 0.15500;0327 0.56 0.1640 Carga Acidental 630.00 Kg0.0335 0.57 0.1740 Espessura da Laje 0.25 m0.0343 0.58 0.1840 Lx 3.46 m0.0350 0.59 0.1950 Ly 1.87 m0.0357 0.60 0.2060 Peso Prprio 4673.88 Kg0.0364 0.61 0.2170 0.540.0371 0.62 0.2280 Mx 330.18 Kg.m/m0.0377 0.63 0.2390 My 984.19 Kg.m/m0.0383 0.64 0.2510 Mex 111.4 Kg.m/m0.0384 0.65 0.2630 Mey 1688.39 Kg.m/m0.0395 0.66 0.2750 p 5303.88 Kg0.0400 0.67 0.2870 px 769.06 Kg0.0405 0.68 0.2990 py 4534.815 Kg0.0409 0.69 0.31200.0414 0.70 0.32400.0418 0.71 0.33700.0421 0.72 0.34900.0424 0.73 0.36200.0428 0.74 0.37500.0431 0.75 0.38700.0433 0.76 0.40000.0435 0.77 0.41300.0437 0.78 0.42500.0439 0.79 0.43800.0440 0.80 0.45000.0441 0.81 0.46300.0442 0.82 0.47500.0442 0.83 0.48700.0442 0.84 0.49900.0442 0.85 0.51100.0442 0.86 0.52200.0441 0.87 0.53300.0440 0.88 0.54500.0439 0.89 0.5560

    kx

  • 0.0438 0.90 0.56700.0437 0.91 0.57800.0435 0.92 0.58900.0433 0.93 0.59900.0431 0.94 0.61000.0429 0.95 0.62000.0427 0.96 0.62900.0424 0.97 0.63900.0422 0.98 0.64800.0419 0.99 0.65800.0417 1.00 0.66700.0413 1.02 0.68400.0405 1.04 0.70000.0398 1.06 0.71600.0392 1.08 0.73100.0385 1.10 0.74500.0378 1.12 0.75900.0371 1.14 0.77200.0364 1.16 0.78400.0357 1.18 0.79500.0350 1.20 0.80600.0343 1.22 0.81600.0336 1.24 0.82500.0328 1.26 0.83400.0322 1.28 0.84300.0315 1.30 0.85100.0308 1.32 0.85900.0301 1.34 0.86600.0295 1.36 0.87200.0288 1.38 0.87900.0282 1.40 0.88500.0276 1.42 0.89000.0270 1.44 0.89600.0257 1.46 0.90100.0258 1.48 0.90600.0253 1.50 0.91000.0247 1.52 0.91400.0242 1.54 0.91800.0237 1.56 0.92200.0232 1.58 0.92600.0227 1.60 0.92900.0222 1.62 0.93200.0217 1.64 0.93500.0213 1.66 0.93800.0208 1.68 0.94100.0204 1.70 0.94300.0200 1.72 0.94600.0196 1.74 0.94800.0192 1.76 0.95000.0188 1.78 0.9520

  • 0.0184 1.80 0.95400.0181 1.82 0.95600.0177 1.84 0.95800.0173 1.86 0.96000.0170 1.88 0.96100.0167 1.90 0.96300.0164 1.92 0.96400.0160 1.94 0.96600.0157 1.96 0.96700.0154 1.98 0.96800.0152 2.00 0.9700

  • TABELA 46 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 6

    ex 1.00 0.0179 1.00 0.0179 1.00 0.0417 1.001.01 0.0183 1.01 0.0179 1.01 0.0425 1.011.02 0.0187 1.02 0.0179 1.02 0.0433 1.021.03 0.0190 1.03 0.0179 1.03 0.0441 1.031.04 0.0193 1.04 0.0179 1.04 0.0449 1.041.05 0.0197 1.05 0.0178 1.05 0.0457 1.051.06 0.0200 1.06 0.0178 1.06 0.0465 1.061.07 0.0204 1.07 0.0178 1.07 0.0473 1.071.08 0.0207 1.08 0.0178 1.08 0.0480 1.081.09 0.0210 1.09 0.0177 1.09 0.0488 1.091.10 0.0214 1.10 0.0177 1.10 0.0495 1.101.11 0.0217 1.11 0.0176 1.11 0.0503 1.111.12 0.0220 1.12 0.0176 1.12 0.0509 1.121.13 0.0224 1.13 0.0175 1.13 0.0516 1.131.14 0.0227 1.14 0.0174 1.14 0.0524 1.141.15 0.0230 1.15 0.0174 1.15 0.0530 1.151.16 0.0233 1.16 0.0173 1.16 0.0537 1.161.17 0.0236 1.17 0.0172 1.17 0.0544 1.171.18 0.0239 1.18 0.0171 1.18 0.0550 1.181.19 0.0242 1.19 0.0171 1.19 0.0556 1.191.20 0.0244 1.20 0.0170 1.20 0.0562 1.201.21 0.0247 1.21 0.0169 1.21 0.0568 1.211.22 0.0250 1.22 0.0168 1.22 0.0574 1.221.23 0.0253 1.23 0.0167 1.23 0.0580 1.231.24 0.0256 1.24 0.0166 1.24 0.0586 1.241.25 0.0258 1.25 0.0165 1.25 0.0591 1.251.26 0.0261 1.26 0.0164 1.26 0.0597 1.261.27 0.0264 1.27 0.0163 1.27 0.0602 1.271.28 0.0266 1.28 0.0162 1.28 0.0607 1.281.29 0.0269 1.29 0.0161 1.29 0.0612 1.291.30 0.0271 1.30 0.0160 1.30 0.0617 1.301.31 0.0273 1.31 0.0159 1.31 0.0622 1.311.32 0.0276 1.32 0.0158 1.32 0.0627 1.321.33 0.0278 1.33 0.0157 1.33 0.0632 1.331.34 0.0281 1.34 0.0156 1.34 0.0636 1.341.35 0.0283 1.35 0.0155 1.35 0.0641 1.351.36 0.0285 1.36 0.0154 1.36 0.0645 1.361.37 0.0287 1.37 0.0153 1.37 0.0649 1.371.38 0.0289 1.38 0.0152 1.38 0.0653 1.38

    cx cy

    2

    2

    2

    2

    . .

    . .. .. .

    x x x

    y y x

    ex x x

    ey y x

    M c p LM c p LM e p LM e p L

    .

    y x

    y

    x

    x x

    L LLL

    p k p

  • 1.39 0.0291 1.39 0.0157 1.39 0.0657 1.391.40 0.0293 1.40 0.0150 1.40 0.0661 1.401.41 0.0295 1.41 0.0149 1.41 0.0665 1.411.42 0.0297 1.42 0.0148 1.42 0.0669 1.421.43 0.0299 1.43 0.0146 1.43 0.0672 1.431.44 0.0301 1.44 0.0145 1.44 0.0676 1.441.45 0.0303 1.45 0.0144 1.45 0.0684 1.451.46 0.0305 1.46 0.0143 1.46 0.0683 1.461.47 0.0307 1.47 0.0142 1.47 0.0686 1.471.48 0.0309 1.48 0.0141 1.48 0.0690 1.481.49 0.0310 1.49 0.0140 1.49 0.0693 1.491.50 0.0312 1.50 0.0139 1.50 0.0696 1.501.51 0.0314 1.51 0.0138 1.51 0.0699 1.511.52 0.0315 1.52 0.0137 1.52 0.0702 1.521.53 0.0317 1.53 0.0135 1.53 0.0705 1.531.54 0.0319 1.54 0.0134 1.54 0.0708 1.541.55 0.0320 1.55 0.0133 1.55 0.0710 1.551.56 0.0322 1.56 0.0132 1.56 0.0713 1.561.57 0.0323 1.57 0.0131 1.57 0.0716 1.571.58 0.0325 1.58 0.0130 1.58 0.0718 1.581.59 0.0326 1.59 0.0129 1.59 0.0720 1.591.60 0.0327 1.60 0.0128 1.60 0.0723 1.601.61 0.0329 1.61 0.0127 1.61 0.0725 1.611.62 0.0330 1.62 0.0126 1.62 0.0728 1.621.63 0.0332 1.63 0.0125 1.63 0.0730 1.631.64 0.0333 1.64 0.0124 1.64 0.0732 1.641.65 0.0333 1.65 0.0123 1.65 0.0734 1.651.66 0.0334 1.66 0.0122 1.66 0.0736 1.661.67 0.0337 1.67 0.0121 1.67 0.0739 1.671.68 0.0338 1.68 0.0120 1.68 0.0740 1.681.69 0.0339 1.69 0.0119 1.69 0.0742 1.691.70 0.0340 1.70 0.0118 1.70 0.0744 1.701.71 0.0341 1.71 0.0117 1.71 0.0746 1.711.72 0.0342 1.72 0.0116 1.72 0.0748 1.721.73 0.0343 1.73 0.0115 1.73 0.0750 1.731.74 0.0345 1.74 0.0114 1.74 0.0751 1.741.75 0.0346 1.75 0.0113 1.75 0.0753 1.751.76 0.0347 1.76 0.0113 1.76 0.0755 1.761.77 0.0348 1.77 0.0111 1.77 0.0756 1.771.78 0.0349 1.78 0.0110 1.78 0.0758 1.781.79 0.0350 1.79 0.0109 1.79 0.0759 1.791.80 0.0351 1.80 0.0108 1.80 0.0761 1.801.81 0.0352 1.81 0.0107 1.81 0.0762 1.811.82 0.0353 1.82 0.0106 1.82 0.0770 1.821.83 0.0354 1.83 0.0105 1.83 0.0771 1.831.84 0.0354 1.84 0.0105 1.84 0.0772 1.841.85 0.0355 1.85 0.0104 1.85 0.0774 1.851.86 0.0356 1.86 0.0103 1.86 0.0769 1.861.87 0.0357 1.87 0.0102 1.87 0.0770 1.871.88 0.0358 1.88 0.0101 1.88 0.0772 1.88

  • 1.89 0.0359 1.89 0.0100 1.89 0.0773 1.891.90 0.0359 1.90 0.0100 1.90 0.0774 1.901.91 0.0360 1.91 0.0099 1.91 0.0775 1.911.92 0.0361 1.92 0.0098 1.92 0.0776 1.921.93 0.0362 1.93 0.0097 1.93 0.0777 1.931.94 0.0362 1.94 0.0096 1.94 0.0778 1.941.95 0.0363 1.95 0.0095 1.95 0.0779 1.951.96 0.0364 1.96 0.0095 1.96 0.0781 1.961.97 0.0365 1.97 0.0094 1.97 0.0781 1.971.98 0.0365 1.98 0.0093 1.98 0.0782 1.981.99 0.0366 1.99 0.0092 1.99 0.0784 1.992.00 0.0367 2.00 0.0092 2.00 0.0784 2.00

  • TABELA 46 - Lajes sujeitas a cargas uniformemente distribudas - Processo de Marcus - Caso 6

    ey 0.0417 1.00 0.50000.0417 1.01 0.51000.0416 1.02 0.52000.0416 1.03 0.52900.0416 1.04 0.53900.0415 1.05 0.54900.0414 1.06 0.5580 Carga Acidental 630.00 Kg0.0413 1.07 0.5670 Espessura da Laje 0.25 m0.0412 1.08 0.5760 Lx 2.00 m0.0411 1.09 0.5850 Ly 2.00 m0.0410 1.10 0.5940 Peso Prprio 3130.00 Kg0.0408 1.11 0.6030 1.000.0406 1.12 0.6110 Mx 269.22 Kg.m/m0.0404 1.13 0.6200 My 269.22 Kg.m/m0.0403 1.14 0.6280 Mex 261.04 Kg.m/m0.0401 1.15 0.6360 Mey 366.13 Kg.m/m0.0399 1.16 0.6440 p 3760.00 Kg0.0397 1.17 0.6520 px 1565.00 Kg0.0395 1.18 0.6600 py 2195.00 Kg0.0393 1.19 0.66700.0391 1.20 0.67500.0388 1.21 0.68200.0387 1.22 0.68900.0383 1.23 0.69600.0381 1.24 0.70300.0380 1.25 0.70900.0376 1.26 0.71600.0373 1.27 0.72200.0371 1.28 0.72900.0368 1.29 0.73500.0365 1.30 0.74100.0363 1.31 0.74600.0360 1.32 0.75200.0357 1.33 0.75800.0354 1.34 0.76300.0351 1.35 0.76900.0349 1.36 0.77400.0346 1.37 0.77900.0343 1.38 0.7840

    kx

  • 0.0340 1.39 0.78900.0337 1.40 0.79300.0335 1.41 0.79800.0332 1.42 0.80300.0329 1.43 0.80700.0326 1.44 0.81100.0323 1.45 0.81500.0320 1.46 0.82000.0318 1.47 0.82400.0315 1.48 0.82700.0312 1.49 0.83100.0309 1.50 0.83500.0306 1.51 0.83900.0304 1.52 0.84200.0301 1.53 0.84600.0299 1.54 0.84900.0296 1.55 0.85200.0293 1.56 0.85500.0290 1.57 0.85900.0288 1.58 0.86200.0285 1.59 0.86500.0282 1.60 0.86800.0280 1.61 0.87000.0277 1.62 0.87300.0274 1.63 0.87600.0272 1.64 0.87800.0270 1.65 0.88100.0267 1.66 0.88400.0265 1.67 0.88600.0262 1.68 0.88800.0260 1.69 0.89100.0257 1.70 0.89300.0255 1.71 0.89500.0253 1.72 0.89700.0252 1.73 0.89900.0248 1.74 0.90200.0246 1.75 0.90400.0244 1.76 0.90600.0241 1.77 0.90700.0239 1.78 0.90900.0237 1.79 0.91100.0235 1.80 0.91300.0233 1.81 0.91500.0231 1.82 0.91600.0229 1.83 0.91800.0226 1.84 0.92000.0224 1.85 0.92100.0222 1.86 0.92300.0222 1.87 0.92400.0218 1.88 0.9260

  • 0.0216 1.89 0.92700.0214 1.90 0.92900.0212 1.91 0.93000.0211 1.92 0.93100.0209 1.93 0.93300.0207 1.94 0.93400.0205 1.95 0.93500.0203 1.96 0.93600.0201 1.97 0.93800.0200 1.98 0.93900.0198 1.99 0.94000.0196 2.00 0.9410

  • Tipo 01Tipo 02Tipo 03Tipo 04Tipo 05Tipo 06