CENTRO DE MASA PLACA

elementos (vigas o paneles)base (m)altura (m) longitud (m)carga o densidad KN/m^2 o NK/m^2W peso KNdistancia X (m)distancia Y (m)Wx KN-m Wy KN-m

viga 10,30,3162434,5608,0000,150276,4805,184

viga 20,30,3162434,5608,0002,850276,48098,496

viga 30,30,3132428,0806,4255,850180,414164,268

viga A0,30,35,12411,0161,1503,00012,66833,048

viga B0,30,33,025246,5345,3502,03834,95713,313

viga C0,30,35,12411,0168,8503,00097,49233,048

viga D0,30,35,12411,01612,3503,000136,04833,048

viga E0,30,32,4245,18415,8501,50082,1667,776

viga auxiliar10,30,382417,2805,1503,92588,99267,824

viga auxiliar20,30,31,625243,5103,3504,88811,75917,155

viga auxiliar30,30,31,625243,5107,2004,88825,27217,155

viga auxiliar40,30,30,825241,7826,0504,33810,7817,729

carga muerta

Panel I (1-2/A-B)3,9002,4005,92855,486083,2501,500180,33083,229

Panel II (1-2/B-C)3,2002,4005,92845,527047,1001,500323,24268,291

Panel III (1-2/C-D)3,2002,4005,92845,5270410,6001,500482,58768,291

Panel IV (1-2/D-E)3,2002,4005,92845,5270414,1001,500641,93168,291

Panel V (1-2/v1-A)1,0002,4005,92814,22720,5001,5007,11421,341

Panel VI (2-2'/A-B)3,9000,7755,92817,917383,2503,38858,23160,695

Panel VII(2-2'/B-C)3,2000,7755,92814,701447,1003,388104,38049,801

Panel VIII (2'-3/A-C)7,4001,6255,92871,28425,0254,888358,203348,402

Panel IX (2'-3/A'-B'')3,5501,6255,92834,197155,2754,888180,390167,139

Panel X (2'-2''/A'-B')2,4000,8255,92811,737444,7004,41355,16651,791

Panel XI (2-3/C-D)3,2002,7005,92851,2179210,6004,350542,910222,798

Panel XII (2-3/D-V3)0,3502,7005,9285,6019612,6004,35070,58524,369

Panel XIII (2-3/V2-A)1,0002,7005,92816,00560,5004,3508,00369,624

sumatoria524,1804246,5801802,105

Xcg8,101377098

Ycg3,437950529

CENTRO DE MASA CUBIERTA

elementos (vigas o paneles)base (m)altura (m) longitud (m)carga o densidad KN/m^2 o NK/m^2W peso KNdistancia X (m)diatancia Y (m)Wx KN-m Wy KN-m

viga 10,30,3162434,5608,0000,150276,4805,184

viga 20,30,3162434,5608,0002,850276,48098,496

viga 30,30,3132428,0806,5005,850182,520164,268

viga A0,30,362412,9601,1503,00014,90438,880

viga B0,30,362412,9605,3503,00069,33638,880

viga C0,30,362412,9608,8503,000114,69638,880

viga D0,30,362412,96012,3503,000160,05638,880

viga E0,30,33246,48015,8501,500102,7089,720

Carga muerta cubierta

Panel I (1-2/A-B)3,9002,4003,42832,086083,2501,500104,28048,129

Panel II (1-2/B-C)3,2002,4003,42826,327047,1001,500186,92239,491

Panel III (1-2/C-D)3,2002,4003,42826,3270410,6001,500279,06739,491

Panel IV (1-2/D-E)3,2002,4003,42826,3270414,1001,500371,21139,491

Panel V (1-2/v1-A)1,0002,4003,4288,22720,5001,5004,11412,341

Panel VI (2-3/A-B)3,9002,7003,42836,096843,2504,350117,315157,021

Panel VII(2-3/B-C)3,2002,7003,42829,617927,1004,350210,287128,838

Panel VIII (2-3/C-D)3,2002,7003,42829,6179210,6004,350313,950128,838

Panel IX (2-3/V2-A)1,0002,7003,4289,25560,5004,3504,62840,262

Panel X (2-3/D-V3)0,3502,7003,4283,2394612,6004,35040,81714,092

382,6422829,7701081,180

Xcg7,39534371

Ycg2,82556508

FUERZAS DE PISO

Piso o nivelW edificiohi (mts)Wi*hiExpk (Kn-mts)CvxF pisoV piso

W placa (KN)W columna (KN)W piso (KN)

CUBIERTA382,64245,360428,0025,6002396,8120,90417485515,917062515,917062

2 PISO0,00090,72090,7202,800254,0160,0958251554,6772919570,594354

Wedificio518,7222650,8281

Vs=570,594354KN

Sa =1.11gg= fraccin de gravedad

ta=0.2393 seg

K=1Ta