Authors :
Vanika Fatehchandka; Mansi
Volume/Issue :
Volume 11 - 2026, Issue 8 - August
Google Scholar :
https://tinyurl.com/vex326as
Scribd :
https://tinyurl.com/wjk5jfye
DOI :
https://doi.org/10.38124/ijisrt/26aug459
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working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and
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Abstract :
The choice between reinforced cement concrete (RCC) and structural steel framing remains one of the most
consequential early decisions in Indian building design, with direct implications for capital cost, construction schedule,
foundation loading, seismic performance, and life-cycle maintenance liability. Although RCC has historically dominated
Indian residential and mid-rise construction on account of lower per-unit material cost and locally available skilled labour,
structural steel and steel-concrete composite systems are increasingly specified for industrial, commercial, and high-rise
applications where speed of erection, long clear spans, and reduced foundation loading yield compensating economic
benefits. This paper develops a structured cost-benefit framework spanning direct structural cost, construction-time-linked
indirect cost (site overhead, financing cost, and opportunity cost of delayed occupancy), foundation cost sensitivity, and
thirty-year life-cycle maintenance cost, and applies it to five representative Indian building typologies: G+4 residential, G+9
composite mid-rise, G+15 and G+18 high-rise, and a single-storey industrial shed comparing conventional RCC against preengineered steel building (PEB) construction.
Keywords :
Reinforced Cement Concrete, Structural Steel, Composite Construction, Cost-Benefit Analysis, Pre-Engineered Building, Life-Cycle Cost, Construction Time, Seismic Design, IS 456, IS 800.
References :
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- Bureau of Indian Standards, “IS 1893 (Part 1):2016 – Criteria for Earthquake Resistant Design of Structures,” BIS, New Delhi, India, 2016.
- Bureau of Indian Standards, “IS 13920:2016 – Ductile Design and Detailing of Reinforced Concrete Structures Subjected to Seismic Forces – Code of Practice,” BIS, New Delhi, India, 2016.
- Bureau of Indian Standards, “IS 875 (Parts 1–3) – Code of Practice for Design Loads (Other Than Earthquake) for Buildings and Structures,” BIS, New Delhi, India, 1987.
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The choice between reinforced cement concrete (RCC) and structural steel framing remains one of the most
consequential early decisions in Indian building design, with direct implications for capital cost, construction schedule,
foundation loading, seismic performance, and life-cycle maintenance liability. Although RCC has historically dominated
Indian residential and mid-rise construction on account of lower per-unit material cost and locally available skilled labour,
structural steel and steel-concrete composite systems are increasingly specified for industrial, commercial, and high-rise
applications where speed of erection, long clear spans, and reduced foundation loading yield compensating economic
benefits. This paper develops a structured cost-benefit framework spanning direct structural cost, construction-time-linked
indirect cost (site overhead, financing cost, and opportunity cost of delayed occupancy), foundation cost sensitivity, and
thirty-year life-cycle maintenance cost, and applies it to five representative Indian building typologies: G+4 residential, G+9
composite mid-rise, G+15 and G+18 high-rise, and a single-storey industrial shed comparing conventional RCC against preengineered steel building (PEB) construction.
Keywords :
Reinforced Cement Concrete, Structural Steel, Composite Construction, Cost-Benefit Analysis, Pre-Engineered Building, Life-Cycle Cost, Construction Time, Seismic Design, IS 456, IS 800.