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Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Aim and Introduction:G+1 floor residential plan,according to vaastu shastra Procedure Load calculations: DEAD LOADS column of size=200*300mm and height=for residential building 3m Total volume of column=0.2*0.3*3=0.18m^3 Unit weight of RCC=25KN/m^3 Dead load of the column=25*0.18=4.5KN Beam size=200*300mm area of the beam=0.06m^2…
Bharath Gnaneshwariah
updated on 02 Jul 2021
Aim and Introduction:G+1 floor residential plan,according to vaastu shastra
Procedure
Load calculations:
DEAD LOADS
column of size=200*300mm and height=for residential building 3m
Total volume of column=0.2*0.3*3=0.18m^3
Unit weight of RCC=25KN/m^3
Dead load of the column=25*0.18=4.5KN
Beam size=200*300mm
area of the beam=0.06m^2
Unit weight of RCC=25KN/m^3
Dead load of beam=1.5KN/m
Self weight of Slab
Thickness of the slab=10mm
for 1m^2=1*1*0.01m=0.01m^3
Unit weight of RCC=25KN/m^3
self weight of slab=0.25KN
LIVE LOADS:
According to IS875:1987,Revised 2008(part-2)
Live loads for kitchen,Rooms,Toilet and Bathrooms it is 2KN.
Wind loads are calculated for height above 10m.
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Design of Shallow Foundation (Isolated Footings)
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25 Oct 2021 07:45 AM IST
Structural Modelling using Etabs 2018
The architectural drawings for a G+7 residential building in zone 5 has been provided. The floor plan is the same for all 7 floor levels. Possible column positions have also been provided. Conceptualize a framing plan layout and then model the building in Etabs. The following architectural drawings have been provided:…
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