RCC Structures Design The width of the flange of a L-beam, should be less than Breadth of the rib + four times thickness of the slab One-sixth of the effective span Breadth of the rib + half clear distance between ribs Least of the above Breadth of the rib + four times thickness of the slab One-sixth of the effective span Breadth of the rib + half clear distance between ribs Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth Is free from moisture All listed here Is not cohesive Is dry Is free from moisture All listed here Is not cohesive Is dry ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 6 cm 12 cm 8 cm 10 cm 6 cm 12 cm 8 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/6th of the span 1/4th of the span 1/7th of the span 1/5th of the span 1/6th of the span 1/4th of the span 1/7th of the span 1/5th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/30th of span 1/20th of span 1/25th of span 1/15th of span 1/30th of span 1/20th of span 1/25th of span 1/15th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 10 mm 11 mm 12 mm 15 mm 10 mm 11 mm 12 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
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