Vector Mechanics for Engineers: Statics and Dynamics
11th Edition
ISBN: 9780073398242
Author: Ferdinand P. Beer, E. Russell Johnston Jr., David Mazurek, Phillip J. Cornwell, Brian Self
Publisher: McGraw-Hill Education
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Textbook Question
Chapter 7.3, Problem 7.67P
Using the method of Sec. 7.3, solve Prob. 7.33.
7.33 and 7.34 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
Fig. P7.33
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Using the method of Sec. 7.3, solve Prob. 7.41.(Reference to Problem 7.41):For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
Just 7.80
PROBLEMS 5.16, 5.17
Draw the shear and bending-
moment diagrams for the beam
and loading shown, and
determine the maximum
absolute value (a) of the shear,
and (b) of the bending moment.
68 kN
30 kN/m
D
-1.2 m 1.2 m 1.2 m-
Fig. P5.16
PROBLEM 5.21
For the beam and loading shown,
bending stress on a transverse secti
Chapter 7 Solutions
Vector Mechanics for Engineers: Statics and Dynamics
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Ch. 7.1 - A semicircular rod is loaded as shown. 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- Solve Prob. 7.43 knowing that P= 3wa.(Reference to Problem 7.43):Assuming the upward reaction of the ground on beam AB to be uniformly distributed and knowing that P= wa, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.arrow_forwardFor the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.arrow_forwardProblem 5.14 please thanksarrow_forward
- For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.arrow_forwardPROBLEMS 5.16, 5.17 Draw the shear and bending- moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, and (b) of the bending moment. 3 kN 3 kN 450 N m E 300 200 200 300 Dimensions in mm Fig. P5.17arrow_forwardI need help solving Problem 5.30 5.29) Knowing that P = Q = 480 N, determine (a) the distance a for which the absolute value of the bending moment in the beam is as small as possible, (b) the corresponding maximum normal stress due to bending. (See hint of Prob. 5.27. 5.30) Solve Prob. 5.29, assuming that P = 480 N and Q = 320 N.arrow_forward
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