RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is Less than 2.5 Less than 2 2.5 2 Less than 2.5 Less than 2 2.5 2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 150 kg/cm² 200 kg/m² Nil 75 kg/m² 150 kg/cm² 200 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is 16 cm² 17 cm² 14 cm² 15 cm² 16 cm² 17 cm² 14 cm² 15 cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Doubly reinforced beams ignoring compressive stress in concrete Design of simple steel beams Beams if shear exceeds 4 times allowable shear stress Steel beams encased in concrete Doubly reinforced beams ignoring compressive stress in concrete Design of simple steel beams Beams if shear exceeds 4 times allowable shear stress Steel beams encased in concrete 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 In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of the maximum shear force Less loaded column More loaded column A point of zero shear force A point of the maximum shear force Less loaded column More loaded column A point of zero shear force ANSWER DOWNLOAD EXAMIANS APP
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