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Extension of HCC Production Shop for Defence, Katni, Madhya Pradesh, India (688)

  • TaskStructural Design

Date: 2013
Height: 10m
Plan Dims: 30mx30m PEB and Office Annex
Material of Construction: RCC & Structural Steel

Scope of work includes Structural design of PEB Structure of 30mx30m and an Office Annex of 10.3mx7.0m. Steel Structure supports 2x5MT EOT Crane.

Structure is typically a series of Steel Portal frames spaced approximately at 6.0m c/c rests over R.C.Pedestals. Longitudinal stability is provided through Bracing and a Rigid Portal Frame below Crane Level.

Sub-Soil is a medium black cotton soil hence foundation system of Pilecaps supported over under-reamed piles has been prescribed.

Designed for Wind of 47m/sec apart from Crane Loading. Katni lies in Seismic Zone-III; hence all ductile provisions are incorporated.

Steel Rafters are made up of Tapered Rafters made from skewcut from Rolled Steel Beams for better workmanship.