A wide flange and a channel have the followingproperties. They are attached as shown.-Wide Flange-A 18,400mm²dm 470mmIx= 726x106ly= 93.6x106mm4tw = 12mmFv bolt=100MPadiameter of bolt = 16mmwww-Channel-A = 6430mm²Ixly = 3.4x106x = 20mmtw== 10mmu131x106mmªFb channel = 118MPaFb WF= 138MPa> Find the moment of inertia of the section.970.622➤ Determine the moment capacity of the section.452-72Determine the safe uniform load that the beamcould carry over a 9m simple span.45."Determine the spacing of bolt.179-35

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A wide flange and a channel have the following properties. They are attached as shown. -Wide Flange- A = 18,400mm² dm 470mm Ix= 726x106 ly 93.6x10 mm4 tw = 12mm ➤ Fv bolt -100MPa diameter of bolt 16mm www -Channel- A-6430mm² XXX Ix ly = 3.4x106 x = 20mm tw== 10mm 131x100mm¹ Fb channel 118MPa Fb WF 138MPa 2 > Find the moment of inertia of the section. 970.622 Determine the moment capacity of the section. 454-72 Determine the safe uniform load that the beam could carry over a 9m simple span. 45." Determine the spacing of bolt. 179-35

A wide flange and a channel have the following properties. They are attached as shown. -Wide Flange- A = 18,400mm² dm 470mm Ix= 726x106 ly 93.6x10 mm4 tw = 12mm ➤ Fv bolt -100MPa diameter of bolt 16mm www -Channel- A-6430mm² XXX Ix ly = 3.4x106 x = 20mm tw== 10mm 131x100mm¹ Fb channel 118MPa Fb WF 138MPa 2 > Find the moment of inertia of the section. 970.622 Determine the moment capacity of the section. 454-72 Determine the safe uniform load that the beam could carry over a 9m simple span. 45." Determine the spacing of bolt. 179-35

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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