14 kN/m A 2m Guided Support B 2 m 32 kN/m Internal hinge K 2m 15 kN/m Use the equation of equilibrium to solve for the following uknowns. a. Horizontal reaction at A in KN. b. Moment reaction at A in kN-m. c. Vertical reaction at F in kN. 2 m Internal Hinge 20 kN 4m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please solved the reactions of A to D using equation of equilibriumanswer correctly 

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14 kN/m
A
2 m
Guided Support
B
2 m
32 kN/m
Internal hinge
✓
2 m
15 kN/m
D
Use the equation of equilibrium to solve for the following uknowns.
a. Horizontal reaction at A in KN.
b. Moment reaction at A in kN-m.
c. Vertical reaction at F in kN.
d. Moment reaction at F in kN-m.
2 m
Internal Hinge
20 kN
4m
Transcribed Image Text:14 kN/m A 2 m Guided Support B 2 m 32 kN/m Internal hinge ✓ 2 m 15 kN/m D Use the equation of equilibrium to solve for the following uknowns. a. Horizontal reaction at A in KN. b. Moment reaction at A in kN-m. c. Vertical reaction at F in kN. d. Moment reaction at F in kN-m. 2 m Internal Hinge 20 kN 4m
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