RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is 0.7 H 0.3 H 0.5 H 0.4 H 0.7 H 0.3 H 0.5 H 0.4 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 260 kg/cm² 230 kg/cm² 1400 kg/cm² 190 kg/cm² 260 kg/cm² 230 kg/cm² 1400 kg/cm² 190 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 40 45 35 30 40 45 35 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective span of a simply supported slab, is None of these Distance between the centers of the bearings Clear span plus effective depth of the slab Clear distance between the inner faces of the walls plus twice the thickness of the wall None of these Distance between the centers of the bearings Clear span plus effective depth of the slab Clear distance between the inner faces of the walls plus twice the thickness of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Mid span and fixed support Fixed end Mid span Free end Mid span and fixed support Fixed end Mid span Free end ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor) √(M/100Q) M/100Q M/10√Q √(M/Q) √(M/100Q) M/100Q M/10√Q √(M/Q) ANSWER DOWNLOAD EXAMIANS APP
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