asap please, Thank youNote: This is just a sample problem for review purposes Compute For the ultimate moment capacity of anam simply supportad Steel beam with the propertiesbelow. A-36, Fy= 250MPA under the ff condifions.a.) Unbraced length of 3m,Cb: 1.0b) Unbraced length of bmy Cb=1.0WI2 X22A= 4181 mm?Ix: 65x10 mm4Zx= 480x10 mm3d= 312.67mmly 2x10 °mm4tw= 6.60mmSx: 416 x103mm3: 10 2, 36mmSy 38x10°mm3.3.+f=10.80mmRx 124.71 mmk 22.23mmky 21.51mm

Answer (a) Unbraced length Lb =3 m, Cb =1 Lp = 1.76ryEFy Lp = 1.76*21.51200000250 Lp = 1070.77 mm…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

asap please, Thank you Note: This is just a sample problem for review purposes

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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