Note: Use METHOD OF SECTIONS   The beam loaded as shown is pin supported at A and has roller supports at B and E. There is an internal hinge at C and hanger at D.   a. Determine the vertical reactions in all supports. b. Draw the shear and bending moment diagram for the beam. c. Indicate the degree of each curve and determine the maximum shear and bending moment. d. Show your complete solution and draw all pertinent FBDs and indicate the range of applicability for each equation e. Set the leftmost part of the beam as reference point for all exploratory "x" distances (i.e., at A, x=0).   Given:   F1= 500 N

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Note: Use METHOD OF SECTIONS

 

The beam loaded as shown is pin supported at A and has roller supports at B and E. There is an internal hinge at C and hanger at D.

 

a. Determine the vertical reactions in all supports.

b. Draw the shear and bending moment diagram for the beam.

c. Indicate the degree of each curve and determine the maximum shear and bending moment.

d. Show your complete solution and draw all pertinent FBDs and indicate the range of applicability for each equation

e. Set the leftmost part of the beam as reference point for all exploratory "x" distances (i.e., at A, x=0).

 

Given:

 

F1= 500 N

F2 = 800 N

F3 = 963.6 N

a = 0.5 m

b= 0.25 m

 

Please show complete and clear solutions for an upvote. Thank you so much.

 

P.S. this is an engineering science lesson

100 N /m
400 N/m
W =
%3D
F1
F3
A
E
B
IS° F2
2 m
3.75 m
1.875 m
3 m
3 P
Transcribed Image Text:100 N /m 400 N/m W = %3D F1 F3 A E B IS° F2 2 m 3.75 m 1.875 m 3 m 3 P
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