Problem 1 The beam shown in Figure 1.1 is subjected to distributed load and a point load. a) Draw all necessary free-body diagrams using the method of sections and find symbolic functions for the internal shear force (V(x)) and bending moment (M(x)) due to the external forces where x is a horizontal coordinate along the length of the beam, measured from the most left support of the beam. Your expression(s) must allow to obtain internal reactions for 0≤x≤L, where L is the length of the beam. b) For each internal resultant loading, find the maximum and minimum values anywhere in the beam. q A X B Hinge За D Ꭰ Р 2a a a Figure 1.1: Compound beam subjected to various loads Take q = 250 lb/ft, P = 350 lb, a = 3 ft. с
Problem 1 The beam shown in Figure 1.1 is subjected to distributed load and a point load. a) Draw all necessary free-body diagrams using the method of sections and find symbolic functions for the internal shear force (V(x)) and bending moment (M(x)) due to the external forces where x is a horizontal coordinate along the length of the beam, measured from the most left support of the beam. Your expression(s) must allow to obtain internal reactions for 0≤x≤L, where L is the length of the beam. b) For each internal resultant loading, find the maximum and minimum values anywhere in the beam. q A X B Hinge За D Ꭰ Р 2a a a Figure 1.1: Compound beam subjected to various loads Take q = 250 lb/ft, P = 350 lb, a = 3 ft. с
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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Transcribed Image Text:Problem 1
The beam shown in Figure 1.1 is subjected to distributed load and a point load.
a) Draw all necessary free-body diagrams using the method of sections and find symbolic
functions for the internal shear force (V(x)) and bending moment (M(x)) due to the
external forces where x is a horizontal coordinate along the length of the beam, measured
from the most left support of the beam. Your expression(s) must allow to obtain internal
reactions for 0≤x≤L, where L is the length of the beam.
b) For each internal resultant loading, find the maximum and minimum values anywhere in
the beam.
q
A
X
B
Hinge
За
D
Ꭰ
Р
2a
a
a
Figure 1.1: Compound beam subjected to various loads
Take q = 250 lb/ft, P = 350 lb, a = 3 ft.
с
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