Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF B D F 0.5 m TAB TCD TEF E A SEF -0.4 m 0.2 m00.2 m O OCD 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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Use 4 decimal places on the final answer

 

SAMPLE PROBLEM 2:
Assume that AE are equal for each rod
Regd: Internal forces for member AB, CD, EF
E Fy =0 +
TAB + TCp + TEE = 15 kN
B
D
F
E Mc = 0
0.5 m
TAB
TCD
E
A
SEF
ốCD - 8EF
0.4 m.
0.2 m00.2 m
O OCD
АВ
EF
0.4m
0.8m
0,4 m
АВ
´ 15 kN
1/2 б дв + 1/26 EF
6 CD
ТАв (0,5)
2 (
AÉ
TEF (0:5) TcD(0,5)
) +1/2
AE
AE
3
2 TAB
+ 1/2 TEF
= TCD
Transcribed Image Text:SAMPLE PROBLEM 2: Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF E Fy =0 + TAB + TCp + TEE = 15 kN B D F E Mc = 0 0.5 m TAB TCD E A SEF ốCD - 8EF 0.4 m. 0.2 m00.2 m O OCD АВ EF 0.4m 0.8m 0,4 m АВ ´ 15 kN 1/2 б дв + 1/26 EF 6 CD ТАв (0,5) 2 ( AÉ TEF (0:5) TcD(0,5) ) +1/2 AE AE 3 2 TAB + 1/2 TEF = TCD
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