losas hormigon armado
DESCRIPTION
excel para calculo de losas de hormigon, donde podra saber el acero minimo peso de losas etc. solo valido para losas de hormigon armadoTRANSCRIPT
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 0.8957685Mt(+) 0.5054306
4.664.73
18.7810.433333
40.9852008
0.050.05
ca 0.027 Cv ca 0.032cb 0.027 cb 0.032
direccion b Mt(-)Mt(+)
0.89576850.5054306
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 1.2972642Mt(+) 0.8744614
4.098.17
24.5213.622222
40.500612
0.0940.006
ca 0.059 Cv ca 0.077cb 0.004 cb 0.005
direccion b Mt(-)Mt(+)
0.08280410.0585484
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 0.494164Mt(+) 0.3377123
2.9910.07
26.1214.511111
50.2969215 ~ 0.5
0.0670
ca 0.039 Cv ca 0.067cb 0.001 cb 0.004
direccion b Mt(-)Mt(+)
00.0127396
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 1.2222619Mt(+) 0.7744738
4.087.15
22.4612.477778
40.5706294
0.0890.011
ca 0.053 Cv ca 0.067cb 0.007 cb 0.009
direccion b Mt(-)Mt(+)
0.15106610.1027915
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 0.6201434Mt(+) 0.3155006
2.8911.96
29.716.5
50.2416388
0.090
ca 0.039 Cv ca 0.067cb 0.001 cb 0.004
direccion b Mt(-)Mt(+)
00.0119017
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 0.8193237Mt(+) 0.4752287
3.744.84
17.169.5333333
40.7727273
0.0710.029
ca 0.039 Cv ca 0.048cb 0.016 cb 0.02
direccion b Mt(-)Mt(+)
0.33465330.1958264
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 4.1274262Mt(+) 2.3309156
7.5410.07
35.2219.566667
60.7487587
0.0880
ca 0.048 Cv ca 0.055cb 0.012 cb 0.016
direccion b Mt(-)Mt(+)
00.6083121
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 0Mt(+) 0.5815446
2.954.81
15.528.6222222
10.6133056
00
ca 0.081 Cv ca 0.081cb 0.01 cb 0.01
direccion b Mt(-)Mt(+)
00.0717956
Qpp 0.625Qsc 0.2Qtt 0.825
Lado ALado B
PerimetroEspesor
Casoa/b
M(-) cacb
M(+) CM
direccion a Mt(-) 4.3383384Mt(+) 2.690185
7.4411.96
38.821.555556
60.6220736
0.0950
ca 0.056 Cv ca 0.068cb 0.006 cb 0.008
direccion b Mt(-)Mt(+)
00.2961418
HORIZONTALacero A630-440Hhormigon h-30 Losa Mmax(+)hu 19 1 0.940Kc 0.65 2.1 0.940
6.1 0.7907 0.790
2.2 0.5404 0.540
6.2 0.4108 1.3109 1.310
12 0.73013 0.73012 0.72014 0.720
VERTICAL
Losa Mmax(+)8 0.810
2.2 0.8101 0.6809 0.080
2.1 0.08012 0.0906.1 0.09014 0.70013 0.7306 0.7307 0.670
HORIZONTALArmaduras(cm2/ml) sup
Mmax(-) Superior inferior inf0.600 2.053 3.2160.580 1.984 3.2160.970 3.318 2.7030.000 0.000 2.7030.370 1.266 1.8470.000 0.000 1.8470.000 0.000 1.4031.150 3.934 4.4820.450 1.539 4.4820.100 0.342 2.4970.000 0.000 2.4971.040 3.558 2.4630.000 0.000 2.463
Mayor 3.934 Mayor 4.482
VERTICALArmaduras(cm2/ml) sup
Mmax(-) Superior inferior inf0.830 2.839 2.7710.200 0.684 2.7710.340 1.163 2.3260.070 0.239 0.2740.040 0.137 0.2740.060 0.205 0.3080.060 0.205 0.3080.520 1.779 2.3950.420 1.437 2.4970.260 0.889 2.4970.380 1.300 2.292
Mayor 2.839 Mayor 2.771
