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Serviceability requirements of concrete structures establish the limitation of deflections.
Deformation control is also important to ensure the serviceability requirements.
This paper describes the serviceability requirements of plate reinforced beams with short shear spans.
It considers serviceability requirements as well as combined strength limitations set by BS 5950.
Consequently, in many cases, serviceability requirements may govern the design of such members.
The wood-plastic louver section from the preliminary design must be modified to satisfy the strength and serviceability requirements.
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The unified factor can be applied to achieve the ultimate limit state requirement, and at the same time it automatically achieves the serviceability requirement.
The simplified expressions for the evaluation of load-sharing ratio and a mobilized factor of safety of CPRF considering the serviceability requirement of the structure are also proposed.
For the 60-story frame, optimum designs from ensemble of independent runs produce frame weights within 2% of results found using deterministic methods, with some only addressing serviceability (drift) requirements.
Generally, both ultimate strength limit state and serviceability limit state requirements should be considered in the structural design.
The serviceability and strength requirements are considered in the design problem as specified in BS5950.
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