CE $482,$ Structural Analysis and Design

Homework Assignment $5$

Problem $1$

U force method to compute the reactions and

che the shear and bending moment diagrams.

$E=29000$ksi

$I=510in.$

The following is a common beam diagram from the

AISC Steel Construction Manual. It can be used to

check your work.

Problem $2$

The roller at B settles by $\frac{1}{2}in.$ Use the force method to compute the

reactions and develop the shear and bending moment diagrams.

$E=29000$ksi

$I=510$ in$.{?}^4$