PROBLEM #$1$: $($ASD$)$

Given:

Figure $1($see next slide over$)$

Wall height $H=20\text{'}0"$ below the bottom of the bearing plate.

Find:

A$.$ Governing in design bearing area $A_{br}$ for the concentrated load shown in Figure $1$

B$.$ The bearing stress on the masonry $f_{br}($PSI$)[$ASD$]$

C$.$ Effective Length, $L_{\text{e}\text{f}\text{f}}($in$)$

D$.$ Axial loads $P_D(PLF)$&$P_{Lr}(PLF)$ to design wall directly beneath the beam along the effective length $[$ASD$].$

E$.$ Axial loads $($PLF$)$ at wall mid$-$height $(\frac{H}{2})$ that should be used for design of the wall to resist out$-$of$-$plane

loads $[$ASD$].$

PROBLEM # $1$

FIGURE #$1$