PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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1. Determine the normal force, shear force, and moment at point C.
10 kN
C
-1.5 m 1.5 m 1.5 m
15 kN
-1.5 m
B
Determine the normal force, shear force, and moment at points D and E of the two-member frame.
Note that while BC is pinned at both ends, it is not a 2-force member.
2 kN/m
A
1.5 m
D
-1.5 m
1.5 m
E
1.5 m
B
1.5 kN/m
Determine the normal force, shear force, and moment at points F and E.
50 lb/ft
- 3 ft
E
2 ft
B
6 ft
C
4 ft
F D
2 ft
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- FI-6. Determine the resultant internal normal force, shear force, and bending moment at point Cin the beam. 5 KN /marrow_forwardDetermine the internal normal force, shear force, and moment at points F and E in the frame. The crate weighs 300 lb. 4 ft 1.5 ft 1.5 ft | 15 ft B 1.5 ft | 1.5 ft D 0.4 ftarrow_forwardDraw the shear and moment diagram and find the flexure stress if b = 400 mm and h = 300 mm. R₁ 4m 40 kN/m 4 m 40 KN 20 kN/m 4 m R₂arrow_forward
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- Please show all work!arrow_forwardDetermine the normal forces, shear force, and moment at points Dand Efor the 2-member frame. 1.5 m C -2 m |D E 4 m 250 N/m B 300 N/marrow_forward3. Determine the normal force, shear force, and moment at a section through point C. Take P = 8 kN B 0.1'm 0.5 m -0.75 m- -0.75 m- -0.75 m- Parrow_forward
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