Theses are the data for the previous question $..$ a Reinforce concrete question $!!!!!$ My data is on the $19700438,$ the $8$th one

EASTERN MEDITERRANEAN UNIVERSITY

DEPARTMENT OF CIVIL ENGINEERING

CIVL$372-$ FUNDAMENTALS OF REINFORCED CONCRETE

muninain anu assumpinis.

a$)$ A reinforced concrete slab is carried by the beams as shown in the figure.

b$)$ Beams will be considered as $3060cm.$

c$)$ Columns will be assumed to be $4040cm.$

d$)$ A $2$d frame model will be assumed as shown in the figure.

e$)$ Unit weight of concrete is $25k\frac{N}{m^3}$

f$)$ Dimensions, materials, additional dead load and live load for each student are given in the table below.

Requirements:

a$)$ Determine the loads acting on the B$-$B beams $($i$.$e$.$ total dead load, live load and earthquake load$).$

b$)$ Do the structural analysis $($use same dimensions throughout the beam$).$

c$)$ Find all the required reinforcement $($flexural and shear$)$ for the B$104$ Beam.

d$)$ Determine the required reinforcement for B$1$ Column.

e$)$ Draw the beam and column details $($ use scale $\frac{1}{20}$ sections$).$

To calculate the earthquake load $(EQ)$ follow the following steps:

$EQ=\frac{1}{3}**\frac{0\mathrm{.}4**2\mathrm{.}5**1**W}{R}$

$W=$ Total weight of the structure at first floor slab level. Assume there is no wall on the beams.

where,

$W=W^{\text{D}\text{E}\text{A}\text{D}}$LOAD$+0\mathrm{.}3W^{\text{L}\text{I}\text{V}\text{E}\text{L}\text{O}\text{A}\text{D}}$

Consider $R=4$

Perform Struyctural analysis for the following load combinations:

$1\mathrm{.}4$ DL $+1\mathrm{.}6$ LL

$DL+LL+EQ$

$DL+LL-EQ$

$0\mathrm{.}9$DL $+$ EQ

$0\mathrm{.}9$DL $-$ EQ