Using the total negative moment due to DL $+$ LL$,$ and effective depth of $732$ mm $,$ what is the value of k $,$ to

satisfy allowable stress in concrete? $($NEGLECT THE EFFECT OF BOTTOM REINFORCEMENT$)$

$0\mathrm{.}99$

$0\mathrm{.}5$

$0\mathrm{.}6$

$0\mathrm{.}452$

Using the total negative moment due to DL $+$ LL$,$ and effective depth of $732$ mm $,$ what is the value of $k,$ to

satisfy allowable stress in steel? $($NEGLECT THE EFFECT OF BOTTOM REINFORCEMENT$)$

$0\mathrm{.}453$

$0\mathrm{.}6$

$0\mathrm{.}5$

$0\mathrm{.}99$

What is the required steel ratio $$ based on k value that satisfies stress in concrete?

$0\mathrm{.}013$

$0\mathrm{.}99$

$0\mathrm{.}0322$

$0\mathrm{.}0233$

What is the required steel ratio $$ based on k value that satisfies stress in steel?

$0\mathrm{.}0234$

$0\mathrm{.}0322$

$0\mathrm{.}99$

$0\mathrm{.}013$

What is the total required steel ratio to satisfy both stresses in steel and concrete?

$3806\mathrm{.}4$

$6,852$

$9428\mathrm{.}16$

$289872$

How many diameter $32$ bars is required?

$5$

$12$

$360$

$9$

Will there be layering of bars for the $9$ pcs of $32$ mm diameter?

YES

NO

If there will be layering, what is the minimum number of layers that can be made

$1$

$2$

$3$

$4$