Sheet1Elevatia 2Armare transversala in reazem

Aas1(mm2)Aas2(mm2)M*Rd+(KNm)M*Rd-(KNm)ABBCCDDEABCDEABBCCDDEABCDEP1256.641472.621472.621256.641963.501963.501963.501963.501963.50215.79252.88252.88215.79337.17337.17337.17337.17337.17E11256.641472.621472.621256.641963.501963.501963.501963.501963.50215.79252.88252.88215.79337.17337.17337.17337.17337.17E21017.881272.351272.351017.881490.691963.501963.501963.501490.69174.79218.49218.49174.79255.98337.17337.17337.17255.98E31017.881017.881017.881017.881490.691963.501963.501963.501490.69174.79174.79174.79174.79255.98337.17337.17337.17255.98E4769.69769.69769.69769.691068.141068.141068.141068.141068.14132.17132.17132.17132.17183.42183.42183.42183.42183.42E5769.69769.69769.69769.691068.141068.141068.141068.141068.14132.17132.17132.17132.17183.42183.42183.42183.42183.42

In-plane Shear (GLD) valori ETABSVed(KN)Asw ZPP (mm2)ABCDEABCDEABCDEdrstdrstdrstdrstdrstdrstdrstdrstdrstdrstdrstdrstP57.2668.6750.4849.8649.8650.4868.6757.26172.46183.87190.97190.35190.35190.97183.87172.46150.65160.61166.81166.27166.27166.81160.61150.65E157.6568.2849.4150.9350.9349.4168.2857.65172.85183.48189.90191.42191.42189.90183.48172.85150.99160.27165.88167.21167.21165.88160.27150.99E256.869.1349.0851.2651.2649.0869.1356.8146.54175.79181.38183.56183.56181.38175.79146.54128.01153.55158.44160.34160.34158.44153.55128.01E356.3569.5748.8251.5251.5248.8269.5756.35146.09176.23170.72173.42173.42170.72176.23146.09127.62153.94149.12151.48151.48149.12153.94127.62E456.9868.5548.0752.2752.2748.0768.5556.98122.73134.30123.21127.41127.41123.21134.30122.73107.21117.31107.63111.30111.30107.63117.31107.21E566.4484.9859.7160.4560.4559.7184.9866.44132.19150.73134.85135.59135.59134.85150.73132.19115.47131.66117.79118.44118.44117.79131.66115.47

Petr 12 / 100E1etr 12 / 100E2etr 10 / 100E3etr 10 / 100E4etr 10 / 100E5etr 10 / 100Elevatia BArmare transversala in reazem

Aas1(mm2)Aas2(mm2)M*Rd+(KNm)M*Rd-(KNm)12233412341223341234P1256.641963.501256.641963.501963.501963.501963.50215.79337.17215.79337.17337.17337.17337.17E11256.641963.501256.641963.501963.501963.501963.50215.79337.17215.79337.17337.17337.17337.17E21017.881272.351017.881490.691963.501963.501490.69174.79218.49174.79255.98337.17337.17255.98E31017.881017.881017.881490.691963.501963.501490.69174.79174.79174.79255.98337.17337.17255.98E4769.69769.69769.691068.141068.141068.141068.14132.17132.17132.17183.42183.42183.42183.42E5769.69769.69769.691068.141068.141068.141068.14132.17132.17132.17183.42183.42183.42183.42

In-plane Shear (GLD) valori ETABSVEd(KN)Asw ZPP (mm2)123412341234drstdrstdrstdrstdrstdrstdrstdrstdrstP57.6369.0950.5150.5169.0957.63172.83184.29211.07211.07184.29172.83150.97160.98184.37184.37160.98150.97etr 12 / 100E158.0068.7150.5150.5168.7158.00173.20183.91211.07211.07183.91173.20151.29160.65184.37184.37160.65151.29etr 12 / 100E257.1769.5550.5150.5169.5557.17146.91176.21182.81182.81176.21146.91128.33153.92159.69159.69153.92128.33etr 10 / 100E356.7469.9850.5150.5169.9856.74146.48176.64172.41172.41176.64146.48127.96154.30150.60150.60154.30127.96etr 10 / 100E457.3469.3750.5150.5169.3757.34123.09135.12125.65125.65135.12123.09107.52118.03109.76109.76118.03107.52etr 10 / 100E566.8185.4160.4260.4285.4166.81132.56151.16135.56135.56151.16132.56115.79132.04118.41118.41132.04115.79etr 10 / 100

Elevatia 2Armare transversala in camp

Aas1(mm2)VRd,c(KN)In-plane Shear (GLD) valori ETABSVEd(KN)ctgAswZC(mm2)ABBCCDDEABBCCDDEABBCCDDEABBCCDDEABBCCDDEABBCCDDEP1256.641472.621472.621256.6477.3081.5081.5077.3052.0433.4633.4633.46167.24173.95173.95167.241.861.801.801.86157.42168.62168.62157.42E11256.641472.621472.621256.6477.3081.5081.5077.3051.6534.1334.1334.13166.85174.62174.62166.851.911.861.861.91152.51163.91163.91152.51E21017.881272.351272.351017.8872.0677.6277.6272.0652.5034.4634.4634.46159.16166.76166.76159.161.901.931.931.90146.30150.94150.94146.30E31017.881017.881017.881017.8872.0672.0672.0672.0652.9434.7234.7234.72159.60156.62156.62159.602.182.242.242.18128.01122.37122.37128.01E4769.69769.69769.69769.6965.6565.6565.6565.6553.3235.4735.4735.47119.07110.61110.61119.072.082.172.172.08125.30111.09111.09125.30E5769.69769.69769.69769.6965.6565.6565.6565.6565.5840.8340.8340.83131.33115.97115.97131.332.502.502.502.50114.72101.30101.30114.72NOTA: Valoarea maxima a forteiNOTA: Calculat prin interpolaretaietoare in zona de camp (L0-3h)Petr 12 / 200E1etr 12 / 200E2etr 10 / 200E3etr 10 / 200E4etr 10 / 250E5etr 10 / 250Elevatia BArmare transversala in camp

Aas1(mm2)VRd,c(mm2)In-plane Shear (GLD)VEd(KN)ctgAswZC(mm2)122334122334122334122334122334122334P1256.641963.501256.6477.3089.7077.3052.3133.3252.31167.51173.81167.511.851.811.85158.08167.44158.08etr 12 / 200E11256.641963.501256.6477.3089.7077.3051.9333.3251.93167.13173.81167.131.851.811.85157.49167.44157.49etr 12 / 200E21017.881272.351017.8872.0677.6272.0652.7733.3252.77159.43149.08159.431.901.981.90146.46131.24146.46etr 10 / 200E31017.881017.881017.8872.0672.0672.0653.2033.3253.20159.86139.98159.861.902.031.90147.08120.18147.08etr 10 / 200E4769.69769.69769.6965.6565.6565.6552.5933.3252.59118.3499.07118.342.162.282.1695.7575.7895.75etr 10 / 250E5769.69769.69769.6965.6565.6565.6565.8540.3765.85131.60106.12131.602.072.242.07110.8982.83110.89etr 10 / 250

Sheet2CRd,c=0.12cw=1K=1.6142951168fck=20N/mm2k1=0.15fyk=355pc52cp=0fyk=255ob37vmin=0.3210387397bw=300.00mmVRdcmin>51.0451596044d=h-2as=530mmz=0.9d=477mmfyd=300.00N/mm2Rd=1.20s=100.00mmfywd=240fcd=13.3333333333N/mm2L04.81=0.5524.2Considctg=2.54.2VRdmax=363.1779310345KN4.8tan=0.405.Vrdmax=181.5889655172Asw 6Asw 8Asw 10Asw 1256.55100.53157.08226.19row,min=0.1403023045row=0.1884955592pt fi60.3351032164pt fi8scamp=200mmscamp2=250

Sheet3