RCC Structures Design In a slab, the pitch of the main reinforcement should not exceed its effective depth Two times Five times Four times Three times Two times Five times Four times Three times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is Q/3jdƩO Q/jdƩO Q/2jdƩO 2 × Q/jdƩO Q/3jdƩO Q/jdƩO Q/2jdƩO 2 × Q/jdƩO ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.6 0.8 0.9 0.7 0.6 0.8 0.9 0.7 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is All listed here σcAc + m σcAsc σc(A - Asc) + m σcAsc σc[A + (m - 1)Asc] All listed here σcAc + m σcAsc σc(A - Asc) + m σcAsc σc[A + (m - 1)Asc] ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.18 % 0.15 % 0.10 % 0.12 % 0.18 % 0.15 % 0.10 % 0.12 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment WL/6 WL/4 WL/8 WL/2 WL/6 WL/4 WL/8 WL/2 ANSWER DOWNLOAD EXAMIANS APP