Lapped splices in tensile reinforcement are generally not used for bars of size larger than 24 mm diameter 30 mm diameter 36 mm diameter 18 mm diameter TRUE ANSWER : ? YOUR ANSWER : ?
If T and R are tread and rise respectively of a stair, then R + 2T= 30 2R + T = 60 R + 2T = 60 2R + T = 30 TRUE ANSWER : ? YOUR ANSWER : ?
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is 25 cm 30 cm 20 cm 35 cm TRUE ANSWER : ? YOUR ANSWER : ?
If the shear stress in a R.C.C. beam is Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Equal or less than 5 kg/cm², no shear reinforcement is provided All of these Greater than 20 kg/cm², the size of the section is changed TRUE ANSWER : ? YOUR ANSWER : ?
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 5 mm 10 mm 15 mm 7.5 mm TRUE ANSWER : ? YOUR ANSWER : ?
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of 0.1 L from the outer edge of column 0.1 L from the centre edge of column One-fourth the distance of projection Half the distance of projection TRUE ANSWER : ? YOUR ANSWER : ?
If the depth of actual neutral axis of a doubly reinforced beam Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier All listed here Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously TRUE ANSWER : ? YOUR ANSWER : ?
Design of R.C.C. cantilever beams, is based on the resultant force at Fixed end Free end Mid span Mid span and fixed support TRUE ANSWER : ? YOUR ANSWER : ?
The self-weight of the footing, is Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) Also considered for calculating the upward pressure on footing TRUE ANSWER : ? YOUR ANSWER : ?