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). 2L - 90 mm x 90 mm x 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).

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). 2L - 90 mm x 90 mm x 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).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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