3 m Reactions @A Ic Ax = A₁ = MA = Internal Loads @C V = M= N = 3 m ts) s) 8 kN/m 3 m Force lagram 40 kN B 60° 0.3 m
3 m Reactions @A Ic Ax = A₁ = MA = Internal Loads @C V = M= N = 3 m ts) s) 8 kN/m 3 m Force lagram 40 kN B 60° 0.3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3 Please need help. Can you please draw FBD and solve for asked(state answer clearly to understand)
Please round to three sig figs thank you.

Transcribed Image Text:8. Use Determine the internal normal force, shear force, and bending moment at point C.
Use the attached graph paper and make sure to indicate the problem number and your
name.
A
3 m
Reactions @A
[c
Ax=
Ay =
MA =
Internal Loads @C
11
V =
M=
N =
3 m
ts)
ts)
8 kN/m
3 m
40 kN
0.3 m
60°
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