$($v$)$ The bolts in an eccentric connection with perpendicular planes have to resist

$($a$)$ Shear force

$($b$)$ Bending moment and shear force

$($c$)$ Shear force and Tension

$($d$)$ Shear force and Torsion

$($vi$)$ Loads to be considered for calculation of deflection of a beam are

$($a$)$ Dead load $($working$)$

$($b$)$ Imposed Load $($working$)$

$($c$)$ Total load $($working$)$

$($d$)$ Total load $($factored$)$

$($e$)$ None of the above

$($vii$)$ Plastic Hinge is a

$($a$)$ Hinge with zero moment

$($b$)$ Hinge made of plastic

$($c$)$ Hinge with constant moment

$($d$)$ None of the above

$($viii$)$ Strut is a

$($a$)$ Compression member

$($b$)$ Tension member

$($c$)$ Member within a moment resisting frame

$($d$)$ Flexural member

$($ix$)$ In a column splice, flange splices resist

$($a$)$ Axial compression, Moment and shear

$($b$)$ Axial cumpression and shear

$($c$)$ Axire compression and moment

$($d$)$ Shear and torsion

$($x$)$ Block shear failure is visible in case of

$($a$)$ Compression failure

$($b$)$ Serviceability failure

$($c$)$ Tension failure

$($d$)$ Bending Failure

CE $181603$