GENERAL DIRECTIONS:

For Problem Solving, write your solutions in a legible manner.

COMPLETE SOLUTIONS are necessary. Failure to do so may receive point deductions.

Enclose your final answer per item with a rectangle. CANCELLATION OF UNITS IS A MUST

SITUATION. Refer to Fig. RC$-001$ for the floor framing plan and SE$-103$ for the

load diagrams.

Given:

$L_1=8m,S_1=2\mathrm{.}5m$

$L_2=8m,S_2=3m$

$L_3=8m,$

$L_4=8m,$

Total dead load $=4\mathrm{.}6$kPa

Live load $=4\mathrm{.}8$kPa

The interior beam KLMNO is to be analyzed for the maximum forces at ultimate

condition, $U=1\mathrm{.}2D+1\mathrm{.}6L.$

a$.$ Calculate the maximum factored reaction $(kN)$ at $L.$

b$.$ Calculate the minimum factored reaction $(kN)$ at $O.$

c$.$ Calculate the maximum factored moment $(kN-m)$ at $L.$

d$.$ Calculate the maximum factored reaction $(kN)$ at $O.$

e$.$ Calculate the minimum factored moment $(kN-m)$ at $N.$

f$.$ Calculate the minimum factored reaction $(kN)$ at $D.$

g$.$ Calculate the maximum factored shear $(kN)$ at $N.$

h$.$ Calculate the maximum factored shear $(kN)$ at $L.$

i$.$ Calculate the minimum factored moment $(kN-m)$ at $O.$

FIG SE$-103$