4.15 Compute the displacements, reactions, and internal forces for the system shown. E = 200,000 MPa. 4 m 40 kN -4 m -8m d b I =50x105 mm² A = 4×10³ mm² Problem 4.15 5 m [I =200 × 10 mm² =6×10³ m²

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
4.15 Compute the displacements, reactions, and internal forces for the system shown.
E = 200,000 MPa.
4 m
40 kN
-4 m
-8m
d
b
I =50x105 mm²
A = 4×10³ mm²
Problem 4.15
5 m
[I =200 × 10 mm²
=6×10³ m²
Transcribed Image Text:4.15 Compute the displacements, reactions, and internal forces for the system shown. E = 200,000 MPa. 4 m 40 kN -4 m -8m d b I =50x105 mm² A = 4×10³ mm² Problem 4.15 5 m [I =200 × 10 mm² =6×10³ m²
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