Movimiento Plano De Los Fluidos
Ejemplo:Sea la viga AB siguiente:
A
B
x Ln= CARGA VIVA: 3000 kg/m 9,000.00 10,200.00 kgm 6.00 m
CARGA MUERTA: 4000 kg/m 14,000.00 kgm 13,200.00 kgm
4,000.00 kgm
5000 kgm
Momentos dela carga de sismo Para CV ó CM: Mx = Mi + ((MiMd)/L + W*L/2) * x W * x^2 / 2 Para CS: Mx = Mi +( (Mi+ Md)/L)* x
(91): (94)(±): (95)(±):
1.4*CM+1.7*CV 1.25*(CM + CV) ± CS 0.9*CM ± CS
x0.00 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.25 5.50 5.75
Mx (CM) 14,000 11,092 8,433 6,025 3,867 1,958 300 1,108 2,267 3,1753,833 4,242 4,400 4,308 3,967 3,375 2,533 1,442 100 1,492 3,333 5,425 7,767 10,358
Mx (CV) 9,000 6,894 4,975 3,244 1,700 344 825 1,806 2,600 3,206 3,625 3,856 3,900 3,756 3,425 2,9062,200 1,306 225 1,044 2,500 4,144 5,975 7,994
Mx (CS) 4,000 3,625 3,250 2,875 2,500 2,125 1,750 1,375 1,000 625 250 125 500 875 1,250 1,625 2,000 2,375 2,750 3,125 3,500 3,875 4,2504,625
Serie 1 Serie 2 Serie 3 Serie 4 Serie 5 Serie 6 Serie 7 (91) (94)(+) (94)() (95)(+) (95)() MAX NEG MAX POS 34,900 32,750 24,750 16,600 8,600 34,900 0 27,248 26,107 18,857 13,6086,358 27,248 0 20,264 20,010 13,510 10,840 4,340 20,264 0 13,949 14,461 8,711 8,298 2,548 14,461 0 8,303 9,458 4,458 5,980 980 9,458 0 3,326 5,003 753 3,888 363 5,003 363 9831,094 2,406 2,020 1,480 2,020 2,406 4,622 2,268 5,018 377 2,373 377 5,018 7,593 5,083 7,083 1,040 3,040 0 7,593 9,896 7,352 8,602 2,233 3,483 0 9,896 11,529 9,073 9,573 3,200 3,700 0 11,529...
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