333) A continuous beam is deemed to be a deep beam when the ratio of effective span too overall depth (1/D) is less than

334) Critical section for shear in case of flat slabs is at a distance of

335) Minimum thickness of load bearing RCC wall should be

336) If the storey height is equal to length of RCC wall, the percentage increase in strength is

337) In reinforced concrete footing on soil, the minimum thickness at edge should not be less than