Today, let us design an average plan of a general 2BHK apartment. What's more, we should just take dead and live loads. Include wind loads and seismic loads as indicated by zone in the wake of rehearsing with dead and live load.
The thought is basic – Slab lays on beams. Beams lay on columns and Columns lay on footings. So design slab first, at that point utilize the load from load to design beams. Beams will put load on columns. Also, columns on footings.
Essentials:
Architectural drawing
IS codes – 456, 875 (I and II)
Soil report
Logical mini-computer (A scientific calculator will suffice)
MS Excel – for quicker counts. Many design workplaces use Excel format sheets. Try not to consider them to be designing programming. They are only for quicker computations and limit blunders.
We should begin the RCC design and calculations now.
Design Plan:
1. Imprint columns.
2. Join columns to check essential beams. There will be tertiary beams laying on essential beams.
3. Imprint all beams. Number them.
4. Presently mark slabs. Slabs with comparative measurements will be denoted the equivalent.
5. Design slabs. Use loads from IS:875 section 2, call it 'w'. Discover the depth and territory of steel. We'll do enumerating later.
6. Presently beams will be determined each separately. To begin with, how about we figure for tertiary beams, i.e beams laying on different beams. Accept, the depth and width of all beams are 500 mm and 300 mm individually. Draw power dia for each beam.
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Published By
Rajib Dey
www.constructioncost.co
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