Construction Proiect

To provide accurate solutions for the construction project described, detailed

structural analysis and design calculations are required. However, I can guide you

on how to approach each question and provide some general information.

$.$ In the shown slabs, if all beams are simply supported. Own weight of all beams$=$

dotsk$\frac{N}{m},w_u=\mathrm{.}9k\frac{N}{m^2}.$ Find:

Maximum Bending Moment and Shear for Slabs:

Analyze each slab individually using the applied loads and support conditions to

determine the maximum bending moment and shear.

Maximum Bending Moment and Shear for Beams:

For simply supported beams, calculate the maximum bending moment and shear

Total Axial Load on Each Column.

Own Weight of Slab S$1$:

Calculate the self$-$weight of the slab. if the thickness of the slab $=31cm$ and the

block dimension $={50}^{**}{50}^{***}25cm.$ Consider the weight of reinforced concrete

$($typically around $2500k\frac{g}{m^3})$ for the weight calculation.

Own Weight of Slab S$8$:

Similar to S$1,$ calculate the self$-$weight of slab $S8$ using the thickness of the slab $=31cm$

and the block dimension $={40}^{***}{20}^{**}25cm.$

Design of Footing for Columns:

If the cross$-$section of the columns $(C1-C11)$ is $40cm**50cm,$ and the cross$-$section of

columns $(C12-C22$ is $50**50cm.$ design the best footing for these columns. If the bearing

capacity of the soil is $170k\frac{N}{m^2}.$ The length of columns equals $4m.$

Allowable wide beam shear $=360k\frac{N}{m^2}$

Allowable punching shear $=720K\frac{N}{m^2}.$