Use the equations of equilibrium to solve for the following unknowns. Please answer correctly A to E show solution and box your final answers. I'll Thumbs up! 5m14 kN/m17 kN/mBAGivena. Horizontal reaction at D in kN.b. Vertical reaction at D in kN.c. Vertical reaction at A in kN.d. Horizontal reaction at A in kN.e. Moment reaction at A in kN-m.4 m3 m-30kN/mCD15kN30°1.50 m4 m

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5m 14 kN/m 17 kN/m Given a. Horizontal reaction at D in kN. b. Vertical reaction at D in kN. c. Vertical reaction at A in kN. d. Horizontal reaction at A in kN. e. Moment reaction at A in kN-m. -4 m- 3 m- 30kN/m C D 15kN -30° 1.50 m 4m

5m 14 kN/m 17 kN/m Given a. Horizontal reaction at D in kN. b. Vertical reaction at D in kN. c. Vertical reaction at A in kN. d. Horizontal reaction at A in kN. e. Moment reaction at A in kN-m. -4 m- 3 m- 30kN/m C D 15kN -30° 1.50 m 4m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Use the equations of equilibrium to solve for the following unknowns. Please answer correctly A to E show solution and box your final answers. I'll Thumbs up!

5m
14 kN/m
17 kN/m
B
A
Given
a. Horizontal reaction at D in kN.
b. Vertical reaction at D in kN.
c. Vertical reaction at A in kN.
d. Horizontal reaction at A in kN.
e. Moment reaction at A in kN-m.
4 m
3 m-
30kN/m
C
D
15kN
30°
1.50 m
4 m

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Step 2: finding the reactions at support D and internal forces at internal hinge B:-

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Step 3: Determining the reactions at support A of the given structure:-

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