Compute the stress distribution of the beam shown in the figure at mid-section. Cross-sectional dimensions of the beam is 14in X 40in. If the tensile capacity is 1ksi, comment on stability of the beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Compute the stress distribution of the beam shown in the figure at mid-section. Cross-sectional dimensions of the beam is 14in X 40in. If the tensile capacity is 1ksi, comment on stability of the beam. 

1k/ft
200k
200k
30'
30'
Transcribed Image Text:1k/ft 200k 200k 30' 30'
Expert Solution
Step 1 : Diagram

Civil Engineering homework question answer, step 1, image 1

Step 2 : Reactions

MA = 00 =- By×60 + 1×60×30 By = 30 kFY = 00 = Ay - 1×60 + 30 Ay = 30 kFX = 00 = - Ax + 200 - 200 Ax = 0 k

Step 3: Max moment

Moment will be created by transverse load or vertical load.Max moment for beam under udl,Mmax = wL28 = 1×6028 = 450 k.ftMmax = Moment at mid-section.Flexural formula :MI = σywhere,M = Bending moment at point under considerationI = Moment of inertia of sectionσ = Bending stessy = Distance from Neutral axis to point where stress is to be calculated.

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