Please answer with complete details. Thank you. Plate #5 Spacing of RivetsProblem #1The combination section shown consists of a wide flange and a channel.Prop. of one sectionW 600 mm x 125 kg/mA = 15935 mm²d = 610 mmtw = 12 mmbf = 229 mmtf = 20 mmIx = 986 x 106 mm4ly = 39 x 106 mm4С 300 тт х 31 kg/mA = 3829 mm²tw = 7 mmIx = 53.7 x 106 mm4d = 300 mmtr = 13 mmly = 1.6 x 106 mm4bf = 75 mmx = 18 mmThe beam is subjected to a uniformly distributed load(beam weightincluded) of 20 kN/m throughout the simply supported span of 8 m. and amoving load P in kN.O Calculate the resisting moment (kN.m) of the combinationsection if the allowable flexural stress, Fb = 186 MPa.® Calculate the load P (kN) such that the allowable bendingstress, Fb. = 186 MPa.® If the wide flange and the channel were joined by 2-20 mmørivets spaced at 150 mm on center longitudinally throughout itslength, calculate the allowable load P (kN) if the allowable shearstress in the rivets, Fv = 100 MPa.

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® Calculate the resisting moment (kN.m) of the combination section if the allowable flexural stress, Fb = 186 MPa. ® Calculate the load P (kN) such that the allowable bending stress, Fb = 186 MPa. ® If the wide flange and the channel were joined by 2-20 mmø rivets spaced at 150 mm on center longitudinally throughout its length, calculate the allowable load P (kN) if the allowable shear stress in the rivets, Fv = 100 MPa.

® Calculate the resisting moment (kN.m) of the combination section if the allowable flexural stress, Fb = 186 MPa. ® Calculate the load P (kN) such that the allowable bending stress, Fb = 186 MPa. ® If the wide flange and the channel were joined by 2-20 mmø rivets spaced at 150 mm on center longitudinally throughout its length, calculate the allowable load P (kN) if the allowable shear stress in the rivets, Fv = 100 MPa.

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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