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Compute for the ultimate moment capacity of an am simply supported steel beam with the properties below. A-36, Fy= 250MPa under the ff. conditions. a.) Unbraced length of 3m, Cb: 1.0 b) Unbraced length of bomy Cb = 1.0

Compute for the ultimate moment capacity of an am simply supported steel beam with the properties below. A-36, Fy= 250MPa under the ff. conditions. a.) Unbraced length of 3m, Cb: 1.0 b) Unbraced length of bomy Cb = 1.0

Structural Analysis
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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Compute For the ultimate moment capacity of an am simply supportad Steel beam with the properties below. A-36, Fy= 250MPA under the ff condifions. a.) Unbraced length of 3m,Cb: 1.0 b) Unbraced length of bmy Cb=1.0 WI2 X22 A= 4181 mm? Ix: 65x10 mm4 Zx= 480x10 mm3 d= 312.67mm ly 2x10 °mm4 tw= 6.60mm Sx: 416 x103mm3 : 10 2, 36mm Sy 38x10°mm 3. 3. +f=10.80mm Rx 124.71 mm k 22.23mm ky 21.51mm
Transcribed Image Text:Compute For the ultimate moment capacity of an am simply supportad Steel beam with the properties below. A-36, Fy= 250MPA under the ff condifions. a.) Unbraced length of 3m,Cb: 1.0 b) Unbraced length of bmy Cb=1.0 WI2 X22 A= 4181 mm? Ix: 65x10 mm4 Zx= 480x10 mm3 d= 312.67mm ly 2x10 °mm4 tw= 6.60mm Sx: 416 x103mm3 : 10 2, 36mm Sy 38x10°mm 3. 3. +f=10.80mm Rx 124.71 mm k 22.23mm ky 21.51mm
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