CE A 1.5 m- Wo = 8 kN/m P₁ = 20 KN -1.5 m- D P₂ = 6 KN B -1 m1 m E

Structural Analysis
6th Edition
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Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Draw SFD and BMD for beam CADBE.
C
A
1.5 m
Wo = 8 kN/m
P₁ = 20 KN
D
P₂ = 6 KN
· 1.5 m 1 m1m→
E
Transcribed Image Text:C A 1.5 m Wo = 8 kN/m P₁ = 20 KN D P₂ = 6 KN · 1.5 m 1 m1m→ E
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