978-0073398242 Chapter 7 Solution Manual Part 7

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.