RCC Structures Design A foundation rests on Sub-grade Foundation soil Base of the foundation Both B and C Sub-grade Foundation soil Base of the foundation Both B and C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by M = pb (b - a)²/8 M = pb (b + a)/8 M = pb (b + a)/8 M = pb (c - a)/4 M = pb (b - a)²/4 M = pb (b - a)²/8 M = pb (b + a)/8 M = pb (b + a)/8 M = pb (c - a)/4 M = pb (b - a)²/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Mid span Fixed end Free end Mid span and fixed support Mid span Fixed end Free end Mid span and fixed support ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive Is dry All listed here Is free from moisture Is not cohesive Is dry All listed here Is free from moisture ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is 300 cm 176 cm 233 cm 236 cm 300 cm 176 cm 233 cm 236 cm 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 0.7 0.8 0.9 0.6 0.7 0.8 0.9 0.6 ANSWER DOWNLOAD EXAMIANS APP
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