Unlock document.
This document is partially blurred.
Unlock all pages and 1 million more documents.
Get Access
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.
PROBLEM 7.43 (Continued)
PROBLEM 7.44
Solve Problem 7.43 knowing that P=3wa.
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.
PROBLEM 7.44 (Continued)
PROBLEM 7.45
Assuming the upward reaction of the ground on beam AB to be
uniformly distributed, (a) draw the shear and bending-moment diagrams,
(b) determine the maximum absolute values of the shear and bending
moment.
PROBLEM 7.45 (Continued)
PROBLEM 7.46
Solve Prob. 7.45 assuming that the 12-kip load has been
removed.
PROBLEM 7.45 Assuming the upward reaction of the ground on beam
AB to be uniformly distributed, (a) draw the shear and bending-moment
diagrams, (b) determine the maximum absolute values of the shear and
bending moment.
PROBLEM 7.46 (Continued)
PROBLEM 7.47
Assuming the upward reaction of the ground on beam AB to be
uniformly distributed, (a) draw the shear and bending-moment
diagrams,(b) determine the maximum absolute values of the shear and
bending moment.
PROBLEM 7.48
Assuming the upward reaction of the ground on beam AB to be
uniformly distributed, (a) draw the shear and bending-moment diagrams,
(b) determine the maximum absolute values of the shear and bending
moment.
