If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as___________________?
A. wl²/4
B. wl²/8
C. wl²/10
D. wl²/12
RCC Structures Design
On an absolutely rigid foundation base, the pressure will________________?
On an absolutely rigid foundation base, the pressure will________________?
A. Be more at the edges of the foundation
B. Be uniform
C. Not be uniform
D. Be zero at the centre of the foundation
The live load to be considered for an accessible roof, is________________?
The live load to be considered for an accessible roof, is________________?
A. Nil
B. 75 kg/m3
C. 150 kg/m 2
D. 200 kg/cm 2
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than______________?
B. 10 cm
C. 15 cm (Correct)
D. 20 cm
per unit run exerted by the Total pressure on the vertical face of a retaining wall of height retained earth weighing per unit volume, is___________________?
per unit run exerted by the Total pressure on the vertical face of a retaining wall of height retained earth weighing per unit volume, is___________________?
A. wh [(1 – )/(1 + sin )]
B. wh² [(1 – )/(1 + sin )]
C. wh² [(1 – )/2(1 + sin )]
D. wh² [(1 – )/3(1 + sin )]
A part of the slab may be considered as the flange of the T-beam if__________________?
A part of the slab may be considered as the flange of the T-beam if__________________?
A. Flange has adequate reinforcement transverse to beam
B. It is built integrally with the beam
C. It is effectively bonded together with the beam
D. All the above
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____________________?
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____________________?
A. bn (fc/2) (d – n/3)
B. Atft (d – n/3)
C. ½ n1 (1 – n1/3) cbd²
D. All the above
By over-reinforcing a beam, the moment of resistance can be increased not more than________________?
B. 15 %
C. 20 %
D. 25 % (Correct)
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by
A. (5/6) (r/1 + r²) M
B. (5/6) (r²/1 + r²) M
C. (5/6) (r²/1 + r3) M
D. (5/6) (r²/1 + r4) M
Pick up the assumption for the design of a pre-stressed concrete member from the following_______________?
Pick up the assumption for the design of a pre-stressed concrete member from the following_______________?
A. A transverse plane section remains a plane after bending
B. During deformation limits, Hook’s law is equally applicable to concrete as well as to steel
C. Variation of stress in reinforcement due to changes in external loading is negligible
D. All the above