RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is 2 2.5 Less than 2.5 Less than 2 2 2.5 Less than 2.5 Less than 2 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/6 b/3 b/5 b/4 b/6 b/3 b/5 b/4 ANSWER DOWNLOAD EXAMIANS APP
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/p² 8hp/l 8hl/p 8hp/l² 8hl/p² 8hp/l 8hl/p ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called Economic section Balanced section All listed here Critical section Economic section Balanced section All listed here Critical section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of h/4 h/2 2h/3 h/3 h/4 h/2 2h/3 h/3 ANSWER DOWNLOAD EXAMIANS APP
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