If the allowable bending stress for the built-up section is 60% of the yield strength, Fy, Determine the maximum allowable bending moment, in kN-m, that can be applied. manner. No/ wrong solution is wrong. Utilize theanswer sheet provided by writing the numericalvalue only of your answer in 2 decimal places. Donot round between calculations. Units arerequired on the solution paper.Situation 1| Girder ABCD below, ismade up of W-section and two 10mm steel plate, supports twointermediate beams at point B andC. A 15 kN/m uniformly distributedload is imposed at girder ABCD inaddition to concentrated loads dueto two intermediate beams. Theintermediate beams are 5 meterslong and subjected to a 6 kN/muniformly distributed load. Assumeall member is simply supported. UseE=200 GPa, Fy=420 MPa. Neglectbeam weight.Figure 1.I 15 KNM T Figure 1.10mm203mm.10mmBI 15 KN/M ToDL/3L/3L/314mm10000mm94.5mm94.5mGirder ABCDCross Section274mmH4mm302mm

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Answered: If the allowable bending stress for the…

If the allowable bending stress for the built-up section is 60% of the yield strength, Fy, Determine the maximum allowable bending moment, in kN-m, that can be applied.

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

If the allowable bending stress for the built-up section is 60% of the yield strength, Fy, Determine the maximum allowable bending moment, in kN-m, that can be applied.

manner. No/ wrong solution is wrong. Utilize the
answer sheet provided by writing the numerical
value only of your answer in 2 decimal places. Do
not round between calculations. Units are
required on the solution paper.
Situation 1| Girder ABCD below, is
made up of W-section and two 10
mm steel plate, supports two
intermediate beams at point B and
C. A 15 kN/m uniformly distributed
load is imposed at girder ABCD in
addition to concentrated loads due
to two intermediate beams. The
intermediate beams are 5 meters
long and subjected to a 6 kN/m
uniformly distributed load. Assume
all member is simply supported. Use
E=200 GPa, Fy=420 MPa. Neglect
beam weight.
Figure 1.
I 15 KNM T

Figure 1.
10mm
203mm.
10mm
BI 15 KN/M To
D
L/3
L/3
L/3
14mm
10000mm
94.5mm
94.5m
Girder ABCD
Cross Section
274mm
H4mm
302mm

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