81.
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of

84.
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

85.
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

86.
Long and short spans of a two way slab are $${l_{\text{y}}}$$ and $${l_{\text{x}}}$$ and load on the slab acting on strips parallel to $${l_{\text{x}}}$$ and $${l_{\text{y}}}$$ be wx and wy respectively. According to Rankine Grashoff theory

87.
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n1. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

89.
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

90.
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Read More Section(RCC Structures Design)

Each Section contains maximum 100 MCQs question on RCC Structures Design. To get more questions visit other sections.