RCC Structures Design For initial estimate for a beam design, the width is assumed 1/15th of span 1/20th of span 1/30th of span 1/25th of span 1/15th of span 1/20th of span 1/30th of span 1/25th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 28 d 48 d 58 d 38 d 28 d 48 d 58 d 38 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/5th of the span 1/4th of the span 1/7th of the span 1/6th of the span 1/5th of the span 1/4th of the span 1/7th of the span 1/6th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed 412,000 kg 4,120 kg None of these 41,200 kg 412,000 kg 4,120 kg None of these 41,200 kg ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel bars are generally connected together to get greater length than the standard length by providing Straight bar splice All listed here Hooked splice Dowel splice Straight bar splice All listed here Hooked splice Dowel splice ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum cube strength of concrete used for a pre-stressed member, is 150 kg/cm² 350 kg/cm² 50 kg/cm² 250 kg/cm² 150 kg/cm² 350 kg/cm² 50 kg/cm² 250 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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