A 6m B 8 kN/m 40 kN 6 m 4 m D E 4 m M 6k 112 k 8 k 8 k 1 k B KT A Hinge 2 k 8 ft 8 ft 6ft C KR ཚ། ཚ། ཚ། 4 ft 4 ft 4 ft
A 6m B 8 kN/m 40 kN 6 m 4 m D E 4 m M 6k 112 k 8 k 8 k 1 k B KT A Hinge 2 k 8 ft 8 ft 6ft C KR ཚ། ཚ། ཚ། 4 ft 4 ft 4 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1.) Determine all reactions at the supports A, C, and E. Assume A is a roller, C is a roller, and E is a fixed support.
2) compute the reactions for the following structure (2nd image)

Transcribed Image Text:A
6m
B
8 kN/m
40 kN
6 m
4 m
D
E
4 m

Transcribed Image Text:M
6k
112 k
8 k
8 k
1 k
B
KT
A
Hinge
2 k
8 ft 8 ft 6ft
C
KR
ཚ། ཚ། ཚ།
4 ft
4 ft
4 ft
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