$7$:$24m$

$5$G

$44$

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CEE $6222$ Assignment $2.$pdf

b$)$ A sub$-$frame analysis of the beam with the columns above and below

c$)$ A sub$-$frame of only the end two beams

$8$

$3$ of $4$ us elastic beam

$3.$ Consider the layout shown below. Show on the plan views where shear walls must be added such that the structure becomes fully laterally supported $($i$.$e$.$ a non$-$sway structure$).$ Shear walls are to be roughly $\frac{1}{3}$ the length of each bay. The floor slabs will only be designed as flat slabs for the dead and live loads only, so if any loading is added to the flat slabs you must show what you would do to carry these loads. Use as few shear walls as possible for architectural and cost reasons.

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PLAN VIEW $-$ LEVEL $1-2$

$4.$ The beam shown below has only bottom flexural steel provided for it$.$ What moment should the flexural steel be designed for to prevent collapse, considering that an ultimate limit state UDL of $30k\frac{N}{m}$ is sinnnorted$?$