acero de viga 1
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Transcript of acero de viga 1
CALCULOS DE ACERO
Losa n 1
1 3/8 * 7,401 3/8 *5,601 3/8 * 5,901 3/8 * 7,10As mnimo = 1 3/8 *0,71Solape:0,08 * fy * db / 0,007 * fy * db = 28,0230 cm mnimo
Dobles:db/120,953/12
Losa n 2
1 3/8 * 5,401 3/8 * 5,40
As mnimo = 1 3/8 *0,71
Dobles:db/120,953/12
Losa n 3
1 3/8 * 8,701 3/8 * 8,70
As mnimo = 1 3/8 *0,71
Dobles:db/120,953/12
Losa n 4
0,250,171,270,250,252,731 3/8 * 5,701 3/8 * 5,70As mnimo = 1 3/8 *0,71 As = 5 5/8 * 9,90
Dobles:db/120,953/12
lbdmin 17cm12 * dbL / 16
12 * 1,27 = 15,24 cm12 * 1,588 = 19,06 cm
400 / 16 = 25 cm150 / 16 = 9,38 cm
Losa n 5
1 3/8 * 1,701 3/8 * 1,70
As mnimo = 1 3/8 *0,71
Dobles:db/120,953/12
Losa n 6
1 3/8 * 3,201 3/8 * 3,20
As mnimo = 1 3/8 *0,71
Dobles:db/120,953/12
Losa n 7
1 3/8 * 4,70
1 3/8 * 4,70
1 3/8 * 8,70
As mnimo = 1 3/8 *0,71
Dobles:db/120,953/12