In a simply supported slab, alternate bars are curtailed at________________?
In a simply supported slab, alternate bars are curtailed at________________? A. 1/4th of the span B. 1/5th of the span C. 1/6th of the spanD. 1/7th of the span
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In a simply supported slab, alternate bars are curtailed at________________? A. 1/4th of the span B. 1/5th of the span C. 1/6th of the spanD. 1/7th of the span
If the modular ratio is , steel ratio is and overall depth of a beam is , the depth of the critical neutral axis of the beam, is___________________? A. [m/(m – r)] dB. [m/(m + r)] d C. [(m + r)/ m] d D. [(r – m)/m] d
For a number of columns constructed in a rcjw, the type of foundation provided, is_______________? A. Footing B. Raft C. StrapD. Strip
As the percentage of steel increases________________? A. Depth of neutral axis decreasesB. Depth of neutral axis increases C. Lever arm increases D. Lever arm decreases
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than_______________? A. 18 bar diameters B. 24 bar diametersC. 30 bar diameters D. 36 bar diameters
The effective width of a column strip of a flat slab, is_______________? A. One-fourth the width of the panelB. Half the width of the panel C. Radius of the column D. Diameter of the column
Dimensions of a beam need be changed if the shear stress is more than_______________? A. 10 kg/cm2 B. 15 kg/cm2C. 20 kg/cm2 D. 25 kg/cm2
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to__________________? A. Shear force B. Area of the section C. Distance of the C.G. of the area from its neutral axisD. Moment of the beam section about its neutral axis
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon____________________? A. Breadth of the rib B. Overall thickness of the rib C. Centre to centre distance between T-beamsD. All the above
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by_________________? A. 0.2 B. 0.3 C. 0.4D. 0.5