Question $2$: For the frame below, the shear and bending moment diagrams are A$.$F$.$D Kip

Axial $(P_f)$

provided.

$($Kip$-$ft $=1\mathrm{.}3558kN-m,$Kip$=4\mathrm{.}4482kN,ft=0\mathrm{.}3048m)$

Design the beam BC and the column CD$.$ The design should be optimized to

satisfy both the minimum$/$acceptable variance and lower cost. i$.$e$.$ calculate

the variances for each design parameter and the cost for each section

$/$member

Select at least $3$ different sections for the Beam and $3$ different sections for

the columns.

At least one section should be from Sawn timber and one from Glulam

Calculate the variances for shear, bending and axial design as applicable

Calculate the costs in the dollar.

Assume the following:

Use price table in BS to calculate the cost.

For Column: Pin$-$Pin; $Ke=1.$

Rubric

Detriment the applied Shear $(V_f),$ Bending moment $(M_f)$ and Axial force

$(P_f)$ for the beam and the column $6\%(3\%$ each$)$

Provide all calculation steps $10\%$

Provide neat table with all the information and comments as per the

examples in the class $10\%$

$3$ sections for the beam $12\%(4\%$ each$)$

$3$ sections for the column $12\%(4\%$ each$)$