RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Six times Three times Five times Four times Six times Three times Five times Four times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be 8hl/p² 8hl/p 8hp/l 8hp/l² 8hl/p² 8hl/p 8hp/l 8hp/l² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Both (b) and (c) Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is 38 cm 40 cm 37 cm 39 cm 38 cm 40 cm 37 cm 39 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds 15 25 10 20 15 25 10 20 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure uniform pressure distribution, the thickness of the foundation, is Kept uniform throughout Increased gradually towards the edge Decreased gradually towards the edge Kept zero at the edge Kept uniform throughout Increased gradually towards the edge Decreased gradually towards the edge Kept zero at the edge ANSWER DOWNLOAD EXAMIANS APP
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