RCC Structures Design Post tensioning system None of these Is not economical and hence not generally used Was widely used in earlier days Is economical for large spans and is adopted now a days None of these Is not economical and hence not generally used Was widely used in earlier days Is economical for large spans and is adopted now a days ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least Seven times the diameter Thrice the diameter Four times the diameter Twice the diameter Seven times the diameter Thrice the diameter Four times the diameter Twice the diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 200 kg/m² 150 kg/cm² Nil 75 kg/m² 200 kg/m² 150 kg/cm² Nil 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/l 8hl/p² 8hl/p 8hp/l² 8hp/l 8hl/p² 8hl/p 8hp/l² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 1.25 times the average 1.50 times the average 1.75 times the average 2.0 times the average 1.25 times the average 1.50 times the average 1.75 times the average 2.0 times the average ANSWER DOWNLOAD EXAMIANS APP
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