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 × 90 mm x 6 mm with bolts frame the beam to the girder Given: S1 = 40 mm $2 = 40 mm $380 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) W410 x 67 W530 x 109- 8-d2- 2Ls 1:2 $5 S2 S3 S3 S3 S2 -4-d1 51 8-d2 OE OE OF 13 List S3 S3 + $3 S2 4-d1

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 × 90 mm x 6 mm with bolts frame the beam to the girder Given: S1 = 40 mm $2 = 40 mm $380 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) W410 x 67 W530 x 109- 8-d2- 2Ls 1:2 $5 S2 S3 S3 S3 S2 -4-d1 51 8-d2 OE OE OF 13 List S3 S3 + $3 S2 4-d1

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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