maduvan2
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Type of Structure Masonry Structure (Box Type construction) Masonry walls type 230 mm thick - Load bearing walls 115mm thick -partition wall Storey Height (Floor to floor) 3.3m Number of Storey 2 (Ground plus one) Foundation type Open Footing Live Load 4.0kN/m 2 Live Load in staircase 3.0kN/m 2 Live Load at terrace 1.5kN/m 2 Floor Finish 1.25kN/m 2 Roof terracing 2.25kN/m 2 Seismic zone III Importance of Building 1.5 Catgory of Building D Material Properties Concrete - M20 Reinforcement Fe415 Ref. CODEs- NBC2005, IS456:2000, IS4326-1993 PROPOSED TEHSIL BUILDING Earthquake Provision As per IS-4326-1993- Load Data: Building Data:
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Transcript of maduvan2
Type of Structure Masonry Structure (Box Type construction)
Masonry walls type 230 mm thick - Load bearing walls
115mm thick -partition wall
Storey Height (Floor to floor) 3.3m
Number of Storey 2 (Ground plus one)
Foundation type Open Footing
Live Load 4.0kN/m2
Live Load in staircase 3.0kN/m2
Live Load at terrace 1.5kN/m2
Floor Finish 1.25kN/m2
Roof terracing 2.25kN/m2
Seismic zone III
Importance of Building 1.5
Catgory of Building D
Material PropertiesConcrete - M20
Reinforcement Fe415
Ref. CODEs- NBC2005, IS456:2000, IS4326-1993
PROPOSED TEHSIL BUILDING
Earthquake Provision As per IS-4326-1993-
Load Data:
Building Data:
