![]() The applied loads and load combinations are calculated and considered as per Indian Codal Provisions. The analysis is performed in the software tool E-Tabs. In this paper, a comparative study is performed for G+20 Reinforced Concrete (RC) tie-column and tie-beam framed structures with and without the provision of shear walls. ![]() High-rise structural system is prone to the effects due to lateral loads, axial forces, shear forces, base shear, maximum story drift, and tensile forces. Optimal sizing which is of prime importance for the economy accounts for optimal stiffness co-relationships among structural parts. Providing enough strength and stability against lateral stresses should be done precisely. High-rise design goals include stability, ease of maintenance, durability, and accommodation of the requirements in minimum space.
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