PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU.From the frame loaded as shown. Solve the following:a. Reaction at column A.b. Moment at column A.c. Force at member GH.d. Force at member FE.e. Force at memeber FH. 30KN20kN-FA42.5 kNm75 kNm43.75 kNm35 kNm1.5 mGH-3 ma. Reaction at column A.42.5 KN35 kN41.25 KN75 kNb. Moment at column A.c. Force at member GH.42.5 kNm43.75 kNm41.25 kNm3 mECODOd. Force at member FE.-43.75 kNm75 kNm-35 kNm-41.25 kNme. Force at memeber FH.-43.75 kNm75 kNm42.5 kNm41.25 kNm1.5 mIC3 mDB2 m6 m

Answered: Image /qna-images/answer/ee0b5c33-8575-4d3a-b11d-002f16a4d2d2.jpg

a. Reaction at column A. 42.5 KN 35 kN 41.25 KN 75 kN b. Moment at column A. 42.5 kNm 75 kNm 43.75 kNm 35 kNm c. Force at member GH. 42.5 kNm 43.75 kNm 41.25 kNm d. Force at member FE. -43.75 kNm 75 kNm -35 kNm -41.25 kNm e. Force at memeber FH. -43.75 kNm 75 kNm 42.5 kNm 41.25 kNm

a. Reaction at column A. 42.5 KN 35 kN 41.25 KN 75 kN b. Moment at column A. 42.5 kNm 75 kNm 43.75 kNm 35 kNm c. Force at member GH. 42.5 kNm 43.75 kNm 41.25 kNm d. Force at member FE. -43.75 kNm 75 kNm -35 kNm -41.25 kNm e. Force at memeber FH. -43.75 kNm 75 kNm 42.5 kNm 41.25 kNm

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

PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU.

From the frame loaded as shown. Solve the following:

a. Reaction at column A.
b. Moment at column A.
c. Force at member GH.
d. Force at member FE.
e. Force at memeber FH.

30KN
20kN-
F
A
42.5 kNm
75 kNm
43.75 kNm
35 kNm
1.5 m
GH
-3 m
a. Reaction at column A.
42.5 KN
35 kN
41.25 KN
75 kN
b. Moment at column A.
c. Force at member GH.
42.5 kNm
43.75 kNm
41.25 kNm
3 m
E
CODO
d. Force at member FE.
-43.75 kNm
75 kNm
-35 kNm
-41.25 kNm
e. Force at memeber FH.
-43.75 kNm
75 kNm
42.5 kNm
41.25 kNm
1.5 m
IC
3 m
D
B
2 m
6 m

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