Project Background
Ground floor plan for G+3 Residential Building.
Materials Used:
1. C-5 Lean Concrete
2. C-25 Concrete for beam and slab
3. C-30 for Footing pad and column
4. Reinforcing bars with minimum yielding strength of 420 MPa
Ground floor plan for G+3 Residential Building.
Materials Used:
1. C-5 Lean Concrete
2. C-25 Concrete for beam and slab
3. C-30 for Footing pad and column
4. Reinforcing bars with minimum yielding strength of 420 MPa
Architectural Construction Drawings - Structural Construction
Grade Beam, Typical Beam and Top tie Beam Reinforcement Detail for G +4 Office Building.
Materials Used:
1. C-25 Concrete for beam and slab
2. Reinforcing bars with minimum yielding strength of 420 MPa
3D Rendering view of ETABS analysis
Plan and 3D Rendering view of ETABS analysis
Seismic Design
The Earth Quake load is consistent with EBCS-8 1995. The site is located in zone-4 seismic zone. Thus, a 0.10 acceleration ratio and site class B has been taken in designing.
The Earth Quake load is consistent with EBCS-8 1995. The site is located in zone-4 seismic zone. Thus, a 0.10 acceleration ratio and site class B has been taken in designing.
Comments
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