RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 36 mm diameter 24 mm diameter 30 mm diameter 18 mm diameter 36 mm diameter 24 mm diameter 30 mm diameter 18 mm diameter 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 8hl/p² 8hp/l² 8hl/p 8hp/l 8hl/p² 8hp/l² 8hl/p 8hp/l ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Minimum bending moment Maximum shear force Minimum shear force Maximum bending moment Minimum bending moment Maximum shear force Minimum shear force Maximum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are Stopped just below the floor level and separate lap bars provided Bent inward at the floor level Continued up All of the listed here Stopped just below the floor level and separate lap bars provided Bent inward at the floor level Continued up All of the listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken Equal to heel slab Below ground surface As one sixth of overall height of the wall As one third of the base Equal to heel slab Below ground surface As one sixth of overall height of the wall As one third of the base ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is D = W (a² - b²)/8a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a - b)/4a²bq D = W (a² - b²)/8a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a - b)/4a²bq ANSWER DOWNLOAD EXAMIANS APP
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