$13\mathrm{.}5.$ Design a double angle welded simple shear $($framed

beam$)$ connection for a W $33118$ beam connecting

to a column flange which is $\frac{3}{4}$ in$.$ thick. The beam

reaction is $25$ kips dead load and $100$ kips live load.

E$70$ electrodes are to be used with shielded metal

arc welding $($SMAW$),$ and the base steel is A$572$

Grade $50.$ Design using basic principles; then com$-$

pare with applicable AISC Manual tables.

Problem $13\mathrm{.}5$: Note that the connection is all welded, i$.$e$.,$ the clip angles are shop welded to the

web of the W$33$x$118$ and are field welded to the column flange. Include the effect of the

eccentricities for all welds. Show the final design in a clear sketch which is properly labelled and

dimensioned. The beam set back, i$.$e$.,$ the clear distance between the end of the beam and the

column flange is the usual $\frac{1}{2}$ in$.$ Design the connection using basic AISC LRFD design

principles, showing all calculations.