Wind load computations NSCP 2010 lowrise with portal method
calculation of wind load
Calculation of wind load as per IS-875
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wind load
A sample calculation done for determination of wind load according to BS6399:1997 to a rectangular building. This document determines the wind load values to be exerted to the structure
Assignment No.2 (Wind load analysis By ASCE 7-02) Data on Design Problem (Wind load analysis) My Serial No = 33 Nature of Building: Typical Office Building Stories: 30 + 33 = 63 Stories Firs…Full description
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WIND LOAD CALCULA SHOULD'NT CH YOU CAN CHAN
INPUT Bay spacing of the Building, b (m) = Total Bay of the Building, B (m) = Span of the Building, L (m) = Mean height of the building h (m) = Slope of the Structure in Degree = Basic wind Speed Vb (Kmph)= Structure Importance Factor C I = Exposure Category = Purlin Spacing (m) = Velocity to pressure co-efficient C c =
6.400 m 25.600 m 29.700 m 18.29 m 5.71 215 1.00 B 1.20 m 4.72E-05
WIND DIRECTION
0 h/B L/B
0.71 1.16015625
Dead Load on Roof Weight of Roof sheet = Weight of Purlin = DL from Roof sheet = DL from Purlin = Total DL =
4.5 Kg/m2 5.1 Kg/m 0.28 KN/m 0.27 KN/m 0.55 KN/m
Live Load on Roof Live load = LL on frame =
0.57 KN/m2 3.65 KN/m
Collateral Load on Roof Collateral = Collateral on frame =