Homework: For the arch shown, find support reactions. 50KN 10m Av Av 16kN/m R2-20m RI-10m B By By

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The whole structure
)
MA=0
By (20)-100(10)-12x10(10/2)=0
By=80 KN↑
ΣΕ,=0
100- By- Ay=0
Ay=100-80-20 kN↑
The right part (CB) as free body diagram
ΣMe=0 +
By(10)- Bx (10)=0
80(10)- Bx (10)=0
Bx=80 kN-
The whole structure
ΣΕx=0
12 (10)-By- Ax=0
12(10)-80- Ax=0
Ax=40 kN+
Homework: For the arch shown, find support reactions.
50KN
10m
A
The whole structure
ΣΜΑ=0 )
Av
Prof. Dr. Ali Hameed Aziz
Ax
16kN/m
R2-20m
C
RI-10m
Cy(20)-20(10)-15x10(10/2)=0
Cy=47.5 kN₁
The right part (BC) as free body diagram
> MB=0
26
Example: For the arch shown, draw (NFD), (SFD) and (BMD).
Solution
Thee hinges arch→ Statically Determinate
B
By
Av
Ax
100KN
Av
Bx
15kN/m
↓↓↓
Theory of Structures
с
Ax
R=10m
R=100
B
R-10m
Transcribed Image Text:The whole structure ) MA=0 By (20)-100(10)-12x10(10/2)=0 By=80 KN↑ ΣΕ,=0 100- By- Ay=0 Ay=100-80-20 kN↑ The right part (CB) as free body diagram ΣMe=0 + By(10)- Bx (10)=0 80(10)- Bx (10)=0 Bx=80 kN- The whole structure ΣΕx=0 12 (10)-By- Ax=0 12(10)-80- Ax=0 Ax=40 kN+ Homework: For the arch shown, find support reactions. 50KN 10m A The whole structure ΣΜΑ=0 ) Av Prof. Dr. Ali Hameed Aziz Ax 16kN/m R2-20m C RI-10m Cy(20)-20(10)-15x10(10/2)=0 Cy=47.5 kN₁ The right part (BC) as free body diagram > MB=0 26 Example: For the arch shown, draw (NFD), (SFD) and (BMD). Solution Thee hinges arch→ Statically Determinate B By Av Ax 100KN Av Bx 15kN/m ↓↓↓ Theory of Structures с Ax R=10m R=100 B R-10m
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