StrSof Software Reduces Construction Cost
(A Case Study)
The structure is 36m x 90m x 12m eave ht. with 1:15 roof pitch and comprises of 13 gable frames w/o intermediate columns. Super-structure has been analyzed & designed on STAAD.Pro for a BWS of 44m/s & Seismic Zone II. The foundation consists of cantilever pedestals resting on 2.0m deep spread footings on medium dense silty clay (SBC = 250 kPa).
Project: Bolarum Convention Center
Location: Hyderabad, India
Client: Rohit Reddy & Partners
Architect: F6 Architects
Struct. Consultant: Epicenter Consulting Engineers
Fabricator: Paramount Steel

All 26 footings for 13 frames were designed to be of a single size. Spread footings were designed using 3 different design tools as below. Pilot study on footing design was conducted with the intention of comparing relative footing costs obtained with each design tool:
- ‘Trial-And-Error’ Template
- Popular software
- “StrSof” Software
- TMT500 rebar (supply, transport, cut, bend, tie & fix): INR 90,000 per MT.
- M25 Concrete: INR 4,800 per cu. m.
- M10 (P.C.C.): INR 3,400 per cu. m.
- Formwork: INR 600 per sq. m.
- For footings subjected to predominantly uniaxial bending, a square shape may not be the best choice economically.
- Clubbing maximum forces into a single load combination (LC) and using it for footing design leads to unduly large footings.
- Where lateral loads are significant (eg. blast loads), soil backfill should not be ignored but calculated accurately based on footing location viz. center, corner, or edge, if footing design is to be realistic.
- Governing LCs should be selected by software for reliable & economical design. The selection should be based on some ‘rational’ basis.
- Footing cost using “popular” software is greater (by 54% here) when compared with that obtained using “StrSof” software.
- Footing cost using the “trial-and-error” template is much greater (> 100% here) when compared with that obtained using “StrSof” software.

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