RCC Structures Design If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be 8hp/l² 8hl/p 8hl/p² 8hp/l 8hp/l² 8hl/p 8hl/p² 8hp/l ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/3 b/4 b/5 b/6 b/3 b/4 b/5 b/6 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to Tensile reinforcement Longitudinal central axis Neutral axis of the beam Tensile edge Tensile reinforcement Longitudinal central axis Neutral axis of the beam Tensile edge ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be WL²/90 WL²/15 WL²/60 WL²/30 WL²/90 WL²/15 WL²/60 WL²/30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum head room over a stair must be 210 cm 230 cm 205 cm 200 cm 210 cm 230 cm 205 cm 200 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is 5 2 3 1 5 2 3 1 ANSWER DOWNLOAD EXAMIANS APP
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