RCC Structures Design An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is 49.9 kg/cm² 250 kg/cm² 175 kg/cm² 100 kg/cm² 49.9 kg/cm² 250 kg/cm² 175 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 230 kg/cm² 1400 kg/cm² 260 kg/cm² 190 kg/cm² 230 kg/cm² 1400 kg/cm² 260 kg/cm² 190 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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 0.5 H 0.3 H 0.4 H 0.7 H 0.5 H 0.3 H 0.4 H 0.7 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is Shear force/(Lever arm × Width) Lever arm/(Shear force × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) Lever arm/(Shear force × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 12 legged 10 legged 6 legged 8 legged 12 legged 10 legged 6 legged 8 legged ANSWER DOWNLOAD EXAMIANS APP
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