RCC Structures Design The thickness of the topping of a ribbed slab, varies between 8 cm to 10 cm 5 cm to 8 cm 3 cm to 5 cm 12 cm to 15 cm 8 cm to 10 cm 5 cm to 8 cm 3 cm to 5 cm 12 cm to 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.15 % 0.18 % 0.12 % 0.10 % 0.15 % 0.18 % 0.12 % 0.10 % 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 8hp/l² 8hl/p 8hl/p² 8hp/l 8hp/l² 8hl/p 8hl/p² 8hp/l ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/20th of span 1/30th of span 1/25th of span 1/15th of span 1/20th of span 1/30th of span 1/25th of span 1/15th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Vertical shear Diagonal tension Horizontal shear Diagonal compression Vertical shear Diagonal tension Horizontal shear Diagonal compression 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 40 cm 39 cm 37 cm 38 cm 40 cm 39 cm 37 cm 38 cm ANSWER DOWNLOAD EXAMIANS APP
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