Help please Check the adequacy of Grade 250 steel beamshown to carry (1) maximum bending moment atmid-span and (ii) maximum shear force at 14support. Determine the distance betweenstiffeners (if required)100kN/m●Assume uniform shear stressdistribution for the webaf = 1●15mSearchL014400[8700200Lightly welded monosymmetric cross-section(dimensions are in mm)Yield stress of flange fyr = 250 MPaYield stress of web fyw = 280 MPa

Location of centroid from bottom is given by y = A1*y1+A2*y2+A3y3A1+A2+A3 A1 = Area of top flange =…

Answered: Check the adequacy of Grade 250 steel…

Check the adequacy of Grade 250 steel beam shown to carry (1) maximum bending moment at mid-span and (ii) maximum shear force at support. Determine the distance between stiffeners (if required)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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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

Help please

Check the adequacy of Grade 250 steel beam
shown to carry (1) maximum bending moment at
mid-span and (ii) maximum shear force at 14
support. Determine the distance between
stiffeners (if required)
100kN/m
●
Assume uniform shear stress
distribution for the web
af = 1
●
15m
Search
L
0
14
400
[
8
700
200
Lightly welded monosymmetric cross-section
(dimensions are in mm)
Yield stress of flange fyr = 250 MPa
Yield stress of web fyw = 280 MPa

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Step 1: Calculate location of centroid and Moment of inertia

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Step 2: Check for maximum Moment at midspan

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Step 3: Check for maximum shear force at support

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