VIGAS PRINCIPALES

Diseño de VigasAs min 2.8416666667 2.58 okAsmax 13.858453125

COMBINACIONES PROBABLES

4.56 4.291764715.50786735 ton.m

4ϕ1/2 5.16 4.856470596.17751436 ton.m

2ϕ1/2+1ϕ5/8 4.56 4.291764715.50786735 ton.m

3ϕ1/2+1ϕ5/8 5.85 5.505882356.93177512 ton.m

2ϕ1/2+2ϕ5/8 6.54 6.155294127.66909792 ton.m

VIGAS SECUNDARIAS

Diseño de VigasAs min 2.0083333333 2.58 okAsmax 9.794390625

COMBINACIONES PROBABLES

2.58 2.428235292.23192279 ton.m

4ϕ1/2 5.16 4.856470594.22703436 ton.m

2ϕ1/2+1ϕ5/8 4.56 4.291764713.78418735 ton.m

3ϕ1/2+1ϕ5/8 5.85 5.505882354.72047512 ton.m

2ϕ1/2+2ϕ5/8 6.54 6.155294125.19697792 ton.m

2ϕ1/2

3ϕ1/2

2ϕ1/2

3ϕ1/2

0.00241523 2.05898311

0.225

6.81 6.409411767.95300482 ton.m

0.225