RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 7.5 0.87 5.8 8.5 7.5 0.87 5.8 8.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is wh (1 - cos φ)/(1 + sin φ) w (1 - cos φ)/h (1 + sin φ) wh (1 - tan φ)/(1 + tan φ) wh (1 - sin φ)/(1 + sin φ) wh (1 - cos φ)/(1 + sin φ) w (1 - cos φ)/h (1 + sin φ) wh (1 - tan φ)/(1 + tan φ) wh (1 - sin φ)/(1 + sin φ) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 20 cm 10 cm 15 cm 5 cm 20 cm 10 cm 15 cm 5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of a foundation is assumed as 7% of wall weight 12% of wall weight 10% of wall weight 5% of wall weight 7% of wall weight 12% of wall weight 10% of wall weight 5% of wall weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 200 cm 100 cm 50 cm 150 cm 200 cm 100 cm 50 cm 150 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A ribbed slab is provided for All of these A plain ceiling Thermal insulation Acoustic insulation All of these A plain ceiling Thermal insulation Acoustic insulation ANSWER DOWNLOAD EXAMIANS APP
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