International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN: 9781305501607
Author: Andrew Pytel And Jaan Kiusalaas
Publisher: CENGAGE L
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Chapter 6, Problem 6.7P
The three identical cantilever beams carry vertical loads that are distributed in a different manner. It is known that beam (a) fails because the maximum internal bending moment reaches its critical value when
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Calculate the support reaction forces at A and B for the beam?
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Q1/ A beam of uniform section with rigidly fixed ends which are at the same level has an effective span of 10 m. It carries loads of 30 kN and 50 kN at 3 m and 6 m respectively from the left-hand end. Find the vertical reactions and the fixing moments at each end of the beam. Determine the bending moments at the two points of loading.
For the beam shown, derive the expressions for V and M, and draw the shear force and bending
moment diagrams. Calculate the shear force V and bending moment M at a cross section located
0.5 m from the fixed support. Neglect the weight of the beam.
(Show complete calculation and step by step process. Show free body diagram)
Chapter 6 Solutions
International Edition---engineering Mechanics: Statics, 4th Edition
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