Two channels are connected by 16 mmdiameter bolts through a 12 mm gusset plate.Properties of each of the channels are asfollows:A = 11032 mm2d = 450 mmtw = 18 mmtr = 16 mmIk = 281.4 x 106 mmly = 7.4 x 106 mm4Fy = 248 MPaFu = 400 MPaXo= 22 mmgusset plates,-757515IS,-7512 mmAllowable tensile stress on the gross area =0.60F,Allowable tensile stress on the net area =0.50FUAllowable shear stress on the net area0.30FU%3DBolt hole diameter = 19 mmS1 = 50 mmS2 = S3 = S4 = 75 mm%3DI3D O Determine the allowable tensile load P(kN), based on the gross area.Determine the tensile capacity of theconnection, P (kN) based on fracture ofthe critical net area.Determine the critical slenderness ratioof the section for an unbraced length of4 m.

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Determine the allowable tensile load P (kN), based on the gross area. Determine the tensile capacity of the connection, P (kN) based on fracture of the critical net area. Determine the critical slenderness ratio of the section for an unbraced length of 4 m.

Determine the allowable tensile load P (kN), based on the gross area. Determine the tensile capacity of the connection, P (kN) based on fracture of the critical net area. Determine the critical slenderness ratio of the section for an unbraced length of 4 m.

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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