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USE NSCP 2015
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answerhappygod
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USE NSCP 2015
USE NSCP 2015
The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm * 109 kg/m with 12 mm web thickness to a shear load, P (kN). 2L - 90 mm 90 mm 6 mm with bolts frame the beam to the girder. 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-d1) 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 - d2). W530 x 109 W410 x 67 S4 ज OE o- I si S2 S3 S2 S3 8-d2 8-d2 2Ls S3 S3 O O- S3 O - S3 S2 S5 -4-di 4-d1 DETAIL
The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm * 109 kg/m with 12 mm web thickness to a shear load, P (kN). 2L - 90 mm 90 mm 6 mm with bolts frame the beam to the girder. 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-d1) 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 - d2). W530 x 109 W410 x 67 S4 ज OE o- I si S2 S3 S2 S3 8-d2 8-d2 2Ls S3 S3 O O- S3 O - S3 S2 S5 -4-di 4-d1 DETAIL
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