Course Project

CE $360$ Structural Analysis I

The shown structural plan is a part of a $4-$story building. All beams have width of $200mm,$ but with different dimensions $(D_1,D_2)$ as shown in the plan. The weight of the super$-$imposed flooring materials is $2\mathrm{.}0k\frac{N}{m^2},$ and the thicknesses of concrete slabs $($unit weight of the concrete is $24k\frac{N}{m^3})$ are different $(t{s}_1,t{s}_2)$ as indicated in the plan. All perimeter beams are supporting walls, as indicated by $"$W$"$ in the plan with a height of $2\mathrm{.}7m$ and density unit weight of $14k\frac{N}{m^3}.$ According to the selected values of plan and beam dimensions $(L_1,L_2,L_3,L_4,D_1$&$D_2)$; $($slab thickness $(t{s}_1,t{s}_2)$; and live load value for each student $($given in the table below$),$ it is required to:

Task $1$

MANUAL$\_-($to be submitted in week $6)$

$1-1.$ Determine the load distribution due to $($dead and live$)$ loads on beams at axis D$-$D$,$ C$-$C$,4-4$ and $2-2.$

$1-2.$ Draw the resulted S$.$F$.$D and B$.$M$.$D for the beams mentioned in task $1-1,$ using manual calculations.

SAP $-($to be submitted in week $9)$

$1-3.$ Use SAP $2000,$ to draw the S$.$F$.$D and B$.$M$.$D for the beams of task $1-1,$ and check your manual calculations $($task $1-2).$

Task $2($to be submitted in week $12)$

$2-1.$ Determine the load distribution due to the floor's gravitational $($dead and live$)$ loads on beams at axis $1-1$ and E$-$E$.$

$2-2.$ Draw the resulted S$.$F$.$D and B$.$M$.$D for the beams of task $2-1,$ using the moment distribution method.

$2-3.$ Use SAP $2000,$ to draw the S$.$F$.$D and B$.$M$.$D for the beams of task $2-1,$ and check your manual calculations $($task $2-2).$

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