seismic load calculation as per is 1893 |seismic load calculation
seismic load calculation as per is 1893 |seismic load calculation
seismic load calculation-INPUT
- Seismic Zone
- Seismic Intensity
- Importance factor
- Response Reduction Factor
- Lateral Dimension of Building
- Height of the of Building
- Fundamental Natural Period
- Type of Soil
- Spectral Acceleration Coefficient
- Design Horizontal Seismic Coefficient
- Seismic Weight of Building
- Design Seismic Base Shear
seismic load calculation-parameter
CS = The Seismic Response Coefficient
SDS = The short-period design spectral response acceleration parameter
SD1 = The 1 second design spectral response acceleration parameter
T = The fundamental period of the structure
R = The Response Modification Factor of the structure (this factor is based off of the structural system being used; higher R values react better to earthquakes then lower R values)
I = The Importance Factor of the Structure
TL = The Long-period transition period parameter
S1 = The M.C.E (Maximum Considered Earthquake or Maximum Credible Event) spectral acceleration parameter
RESIDENTIAL PLAN
#1 (40' x 80') - Click here
#2 (30' x 50') - Click here
#3 (30' x 24') - Click here
#4 (30' x 60') - Click here
#5 (30' x 70') - Click here
#6 (25' x 60') - Click here
#7 (20' x 60') - Click here
#8 (30' x 40') - Click here
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