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Subject: Steel
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answerhappygod
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Subject: Steel
Subject: Steel
= The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm x 109 kg/m with 12 mm web thickness to a shear load, P (kN). Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 110 mm S5 = 40mm Allowable Stresses are as follows: Bolt shear stress, Fv = 120 MPa Bolt bearing stress, Fp = 480 MPa Determine the allowable load, P (kN), based on the shear capacity of the 4-25 mm diameter bolts (4 - 01) Calculate the allowable load, P (kN), based on bolt bearing stress on the web of the beam. If P = 250 kN at an eccentricity, e = 50 mm determine the tensile stress (MPa) on the critical bolt of the 8 - 22 mm diameter bolts (8 - 12). W530 x 109 W41067 S4 S1 | o ILL Isi S2 S3 + S3 S2 S3 S3 8-d2 0 8-d2 2LS TOT o DO S3 S2 DOT S3 O o S2 4-d1 4-d1 DETAIL
= The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm x 109 kg/m with 12 mm web thickness to a shear load, P (kN). Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 110 mm S5 = 40mm Allowable Stresses are as follows: Bolt shear stress, Fv = 120 MPa Bolt bearing stress, Fp = 480 MPa Determine the allowable load, P (kN), based on the shear capacity of the 4-25 mm diameter bolts (4 - 01) Calculate the allowable load, P (kN), based on bolt bearing stress on the web of the beam. If P = 250 kN at an eccentricity, e = 50 mm determine the tensile stress (MPa) on the critical bolt of the 8 - 22 mm diameter bolts (8 - 12). W530 x 109 W41067 S4 S1 | o ILL Isi S2 S3 + S3 S2 S3 S3 8-d2 0 8-d2 2LS TOT o DO S3 S2 DOT S3 O o S2 4-d1 4-d1 DETAIL
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