Solve for required Area of members CD and CE.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve for required Area of members CD and CE.

3m
EXAMPLE
3m
➡ Allowable stress, tension = 120MPa & in compression = 105MPa.
(D
B
BE
50KN
75KN
4m
E
3m
G
3m
F
50KN
3m
H
You are viewing John Ferry's screen
Ra
ΣMH=O (P
Ra (12)-50 (9) - 75(6)-50/3) = 0
RA = 87.5 KN ↑
View Options ✓
3m
3m
B
BE
87.5
50
|KN = 1,000 N
CE
{Mc=0 C²+
87.5 (8) - BE(S) = 0
BE = 87.5(T
KN
S = = =
A
120F
87,500
ABE
convert
to Newton
2
ABE = 729.17 mm
Transcribed Image Text:3m EXAMPLE 3m ➡ Allowable stress, tension = 120MPa & in compression = 105MPa. (D B BE 50KN 75KN 4m E 3m G 3m F 50KN 3m H You are viewing John Ferry's screen Ra ΣMH=O (P Ra (12)-50 (9) - 75(6)-50/3) = 0 RA = 87.5 KN ↑ View Options ✓ 3m 3m B BE 87.5 50 |KN = 1,000 N CE {Mc=0 C²+ 87.5 (8) - BE(S) = 0 BE = 87.5(T KN S = = = A 120F 87,500 ABE convert to Newton 2 ABE = 729.17 mm
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