Question $1$

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Points out ef $5\mathrm{.}00$

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For the following framing plan, sketch the load diagram you would use for the assigned group of beams. Complete the shear and moment diagram for the assigned group of beams.

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For BI $($Reaction A is the lesser reaction if A and B or not equal$)$

$W_{\text{f}\text{i}\text{o}\text{o}\text{r}}=$

B$1$ load due to floor load $($lower case w$)$

$W_{\text{p}\text{e}\text{r}\text{i}\text{m}\text{e}\text{t}\text{e}\text{r}}=$

B$1$ load due to perimeter load $($lower case w$)$

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B$1$ spacing for floor load

$B1W_{\text{t}\text{o}\text{t}\text{a}\text{l}}=($Upper case W $)$

$q,$

$q,$

$q,$

Bi $V_{\text{m}\text{i}\text{n}\text{a}}=$

B$1M_{\text{m}\text{a}\text{x}}=$

B$1$ Length