262. The deflection of a structure designed by limit state method, due to all loads including the effects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed
263. The deflection of a structure designed by limit state method, due to all loads including the effects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed the lesser value
264. The criterion of vertical deflection is satisfied for cantilever for spans up to 10 m if span to depth ratio is not greater than
265. The criterion of vertical deflection is satisfied for ratio is not greater than simply supported beams for spans up to 10 m if span to depth
266. For simply supported beams of spans above 10 m, span to depth ratio 20 must be multiplied to get permitted value by, in meters
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