GATE (CE) 2022: RCC#37 (App update required to attempt this test)

The cracking moment for a plain concrete beam of 250 mm width and 500 mm depth and grade of concrete M25 will be ____ (in kN-m) (Round of to 2 decimal places)

A reinforced concrete column 250mm in diameter is designed to carry an axial compression load of 400 kN. Using allowable-stress in concrete σ_c =6MPa and in steel σ_s = 120 MPa and assuming young’s modulus of concrete E_c = 14 GPA and for steel E_s = 200 GPa, then the required area of steel will be . mm (Round of to 2 decimal places)

A reinforced simply supported concrete rectangular beam of 350 mm width and 665 mm effective depth has a moment of resistance of 286. M kN-m. What will be the minimum number of 20 mm dia bars required to resist the above moment? (Use M20 and Fe415 Steel)

A prestress concrete beam of size 400 × 600 mm is provided with a straight cable of 20 wire of 5 mm bars stress at 2700 N/mm². e = 170 mm and the beam is subjected to an UDL of 40 kN/m over a span of 9 m. what will be stress at Mid span (Neglect loss)

A simply supported one way slab of effective depth 400 mm is required to resist the ultimate moment of 37 kN-m/m, if 10 mm diameter main bar s used in the slab, the spacing of the man bar required will be _____ mm. (Use M25 & Fe500 respectively)

A rectangular beam of cross-section 300 mm × 550 mm is provided with compression as well as tension steel as shown in fig. Below use M20 and Fe₄₁₅ respectively. Then the actual depth of neutral-axis is ___ mm. (Take design stress in compression reinforcement, F_sc = 0.87 f_y)