Question $2-$ Tributary Area Method

The plan and elevation of a building are shown in Figure $2.$ Assume all live loads on all floors and including roof is $50$ psf $.$

Only Live Loads are to be considered for this question. All Calculations to be based on the Tributary Area method.

$228kmp12\mathrm{.}8kfs$

a$)$ Determine and sketch the design five load loedjings on Beams I and II based on the tributary area method

b$)$ Determine the maximum design Live load bending moment for Beam II $=102\mathrm{.}450-1$b$)$

c$)$ Determine the maximum design Live load axial force at the base of Column B$2.$

$20$ hips

$C_3=38\mathrm{.}4smps$

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