A 2m B w = 24 kN/m Figure 1. An overhang beam with constant EI, and is being supported by a pin at A and roller at B, with a free end at C. 1 m IC Part 2: Suppose, a vertical roller support is added at point C. Use only Area-Moment method. 1. Determine the degree of indeterminacy of the system. 2. Determine the Reaction force at C (in kN). 3. Determine the reaction force at A (in kN).
A 2m B w = 24 kN/m Figure 1. An overhang beam with constant EI, and is being supported by a pin at A and roller at B, with a free end at C. 1 m IC Part 2: Suppose, a vertical roller support is added at point C. Use only Area-Moment method. 1. Determine the degree of indeterminacy of the system. 2. Determine the Reaction force at C (in kN). 3. Determine the reaction force at A (in kN).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Take note of instructions for this Part, a vertical roller is added at point C from the figure being shown. Previous answer here was wrong, please answer correcrly.
Transcribed Image Text:A
2 m
B
w = 24 kN/m
Figure 1. An overhang beam with constant
EI, and is being supported by a pin at A and
roller at B, with a free end at C.
1m
C
Part 2: Suppose, a vertical roller support is
added at point C. Use only Area-Moment
method.
1. Determine the degree of
indeterminacy of the system.
2. Determine the Reaction force at C
(in kN).
3. Determine the reaction force at A (in
KN).
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