SAMPLE PROBLEM 2: Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF B 0.5 m TAB TCD TEF E -0.4 m SEF 0.2 m00.2 m АВ 15 kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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SAMPLE PROBLEM 2:
Assume that AE are equal for each rod
Regd: Internal forces for member AB, CD, EF
I Fy =0 +
AB + TCD + TEE = 15 kN
1
B
Σ Mc-0
0.5 m
TAB
TCD
TEF
E
SEF
SCD - 8 EF 0,4m
-0.4 m
0.2 m 0.2 m
АВ
EF
0.8m
0.4 m
AB
1/2 8AB + 1/2 6 EF = CD
TEF (0.5)
) +1/2
V15 kN
%3D
Tco(0.5)
ТАВ (0.5)
AB
%3D
AE
AE
AE
2 TAB
+ 1/2 TEF
= TCD
%3D
3)
Transcribed Image Text:SAMPLE PROBLEM 2: Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF I Fy =0 + AB + TCD + TEE = 15 kN 1 B Σ Mc-0 0.5 m TAB TCD TEF E SEF SCD - 8 EF 0,4m -0.4 m 0.2 m 0.2 m АВ EF 0.8m 0.4 m AB 1/2 8AB + 1/2 6 EF = CD TEF (0.5) ) +1/2 V15 kN %3D Tco(0.5) ТАВ (0.5) AB %3D AE AE AE 2 TAB + 1/2 TEF = TCD %3D 3)
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