Solve for the shear and moment equations.Also draw the fbds of the beam using the equation method (Fbd's for Vab,Vbc) as shown in the example below .Table content:FBDV1-2= (summation of Fv)LM1-2 =(summation of M)LX-Value FBDV1-2 (EFv)LM1-2 (EM)%3DX- value%3D example:FBDV1-2 = (EFv),M1-2 = (IM),X- value200 lb/ftABMATHalino.comH2 ft2 ftR1 = 900 lb4 ftLoad Diagram500 lbx = 2.5 ft H300 lb-400 lbShear Diagram-70p Ib1.0 ft225 lb-ftMATHalino com-400 lb-ftMoment Diagram-1000 lb-ftMATHaliao comMATHalino.com

Answered: Image /qna-images/answer/ac8486b7-a0fc-4f97-9143-6ec7d4c0d7fa.jpg

Answered: 200 lb/ft |A BMATHalino.com H 2 ft 4 ft…

Engineering

Civil Engineering

200 lb/ft |A BMATHalino.com H 2 ft 4 ft 2 ft R1 = 900 lb Load Diagram 500 lb MA MATHaling

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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Question

Solve for the shear and moment equations. Also draw the fbds of the beam using the equation method (Fbd's for Vab,Vbc) as shown in the example below . Table content: FBD V1-2= (summation of Fv)L M1-2 =(summation of M)L X-Value

FBD
V1-2 (EFv)L
M1-2 (EM)
%3D
X- value
%3D

example:
FBD
V1-2 = (EFv),
M1-2 = (IM),
X- value
200 lb/ft
A
BMATHalino.com
H
2 ft
2 ft
R1 = 900 lb
4 ft
Load Diagram
500 lb
x = 2.5 ft H300 lb
-400 lb
Shear Diagram
-70p Ib
1.0 ft
225 lb-ft
MATHalino com
-400 lb-ft
Moment Diagram
-1000 lb-ft
MATHaliao com
MATHalino.com

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