RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is Lever arm/(Shear force × Width) Width/(Lever arm × Shear force) (Shear force × Width)/Lever arm Shear force/(Lever arm × Width) Lever arm/(Shear force × Width) Width/(Lever arm × Shear force) (Shear force × Width)/Lever arm Shear force/(Lever arm × Width) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided All of these Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided All of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the rib of a T-beam, is generally kept between 1/2 to 3/4 of rib depth 1/7 to 1/3 of rib depth 1/3 to 2/3 of rib depth 1/3 to 1/2 of rib depth 1/2 to 3/4 of rib depth 1/7 to 1/3 of rib depth 1/3 to 2/3 of rib depth 1/3 to 1/2 of rib depth ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If diameter of a reinforcement bar is d, the anchorage value of the hook is 12d 16d 8d 4d 12d 16d 8d 4d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Also considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing ANSWER DOWNLOAD EXAMIANS APP
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