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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please solved the reactions of A to D using equation of equilibrium, answer correctly
Read before answering please don't copy paste answers
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91592b57-7169-4f19-b780-b792ce87aa5b%2Fdea69f61-19b3-43f8-ab6b-4864a71923d2%2F82op5we_processed.png&w=3840&q=75)
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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