Use the equations of equilibrium to solve for the following unknowns. Show your neat solution so I can understand I'll thumbs up! GIVEN14 kN/mA2 mB2 m32 kN/mInternal hingeShow your complete solutionsa. 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 m15 kN/m2 mInternal Hinge20 kN4m

Answered: Image /qna-images/answer/4b3e470c-c99f-494b-98d0-932f5155bb42.jpg

Answered: Show your complete solutions a.…

Show your complete solutions 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.

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. Show your neat solution so I can understand I'll thumbs up!

GIVEN
14 kN/m
A
2 m
B
2 m
32 kN/m
Internal hinge
Show your complete solutions
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
15 kN/m
2 m
Internal Hinge
20 kN
4m

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Step 1: Introduce the problem statement

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Step 2: Determine the number of support reactions

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Step 3: Assess the stability of the beam

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Step 4: Free body diagram for AC

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Step 5: Free body diagram for EF

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Step 6: Free body diagram for CD

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