calcul incovoiere placa etaj 1

ARMARE PLACA ETAJ 1

Mx - reazem directia scurta My - reazem directia lunga Betonmx - camp directia scurta my - camp directia lunga

PLANSEU Rc Ra b h a h0Mx placa 1/2 - C/G 150 3000 100 20 2.5 17.5mx placa 1/2 - C/G 150 3000 100 20 2.5 17.5My placa 1/2 - C/G 150 3000 100 20 3.5 16.5my placa 1/2 - C/G 150 3000 100 20 3.5 16.5

Mx placa 8/10 - G/D 130 3000 100 16 2.5 13.5mx placa 8/10 - G/D 130 3000 100 16 2.5 13.5My placa 8/10 - G/D 130 3000 100 16 3.5 12.5my placa 8/10 - G/D 130 3000 100 16 3.5 12.5

Mx placa 2/5 - A/D 130 3000 100 16 2.5 13.5mx placa 2/5 - A/D 130 3000 100 16 2.5 13.5My placa 2/5 - A/D 130 3000 100 16 3.5 12.5my placa 2/5 - A/D 130 3000 100 16 3.5 12.5

consola balcon ax D 130 3000 100 16 2.5 13.5consola balcon ax A 130 3000 100 18 2.5 15.5consola balcon ax A 130 3000 100 18 2.5 15.5

ARMARE PLACA ETAJ 1

C20/25

mb = 0.40a' ha M m csi p% Aa Aa,ef

2.5 15 200000 0.04 0.04 0.22 3.902.5 15 120000 0.03 0.03 0.13 2.323.5 13 200000 0.05 0.05 0.25 4.143.5 13 160000 0.04 0.04 0.20 3.30

2.5 11 200000 0.08 0.09 0.38 5.172.5 11 160000 0.07 0.07 0.30 4.093.5 9 200000 0.10 0.10 0.45 5.633.5 9 120000 0.06 0.06 0.26 3.30

2.5 11 200000 0.08 0.09 0.38 5.172.5 11 120000 0.05 0.05 0.23 3.043.5 9 200000 0.10 0.10 0.45 5.633.5 9 120000 0.06 0.06 0.26 3.30

2.5 11 180000 0.08 0.08 0.34 4.632.5 13 200000 0.06 0.07 0.29 4.452.5 13 180000 0.06 0.06 0.26 3.99

f 12/20f 10/20f 12/20 f 10/15

f 10/15 f 10/15f 10/15f 8/15

f 10/15 f 8/15

f 10/15f 8/15

f 10/15f 10/15f 10/20

fi12/20 = 5.65 cmp/mlfi10/20 = 3.93 cmp/mlfi12/20 = 5.65 cmp/mlfi10/15 = 5.50 cmp/ml

fi10/15 = 5.50 cmp/mlfi10/15 = 5.50 cmp/mlfi10/15 = 5.50 cmp/mlfi8/15 = 3.51 cmp/ml

fi10/15 = 5.50 cmp/mlfi8/15 = 3.51 cmp/mlfi10/15 = 5.50 cmp/mlfi8/15 = 3.51 cmp/ml

fi10/15 = 5.50 cmp/mlfi10/15 = 5.50 cmp/mlfi10/20 = 3.93 cmp/ml