$1($i$)$ While designing a reinforced beam for shear, the calculated values of $V_{n\text{@}d}$ and

$V_c$ were found to be $32,850$ and $35,475,$ respectively. The following statement

is true.

$($a$)$ No shear reinforcement is required.

$($b$)$ Minimum shear reinforcement is required.

$($c$)$ Design shear reinforcement above minimum is required.

$($d$)$ The information provided is not adequate.

$($ii$)$ According to ACI Code, the calculation of critical shear for members with

distributed load is at a distance $d$ from the face of the support. The first shear

reinforcement $($stirrup$)$ should also be placed at a distance $d$ from the face of

the support.

$($a$)$ True

$($b$)$ False

$($iii$)$For a reinforced concrete member with rectangular cross$-$section, the shear

stress is maximum at the:

$($a$)$ Neutral axis of the member

$($b$)$ Top of the member

$($c$)$ Bottom of the member

$($d$)$ Extreme top and bottom of the member

$($iv$)$ For the design of a reinforced concrete member in shear, there is no limitation on

the amount of shear provided by shear reinforcement.

Name:

$($a$)$ True

$($b$)$ False

$($v$)$ For a column with concentric loading:

$($a$)$ Both concrete and steel are in compression.

$($b$)$ Concrete in compression and steel is in tension.

$($c$)$ Both concrete and steel are in tension.

$($d$)$ The information provided is not adequate.