column design BS 5950

Rating:
3

Description


1.0  DATA
2.0  SAFETY FACTOR
3.0  LOADING
4.0  AXIAL LOAD ON COLUMN
5.0  TYPE OF SECTION
5.1  CLASS OF SECTION
6.0  COMPRESSIVE STRENGTH
7.0  COMPRESSION RESISTANCE
8.0  LATERAL TORSIONAL BUCKLING
9.0  LOCAL CAPACITY CHECK
10.0  MEMBER BUCKLING RESISTANCE 


h - Depth of section
b - Width of section
s - Thickness of web
t - Thickness of flange
r - Root radius
d - Depth between fillets
A - Area of section
U - Buckling parameter
X - Torsional index
rx - Radius of gyration
ry - Radius of gyration
Ixx - Second moment of area
Iyy - Second moment of area
Zx - Elastic modulus
Zy - Elastic modulus
Sx - Plastic modulus
Sy - Plastic modulus
H - Warpimg constant
J - Torsional constant inertia

Calculation Reference
Structural Steel
Column Buckling
BS5950

Calculation Preview

Submitted On:
03 Nov 2018
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212.89 Kb
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File Version:
1.0
File Author:
LEKHRAJ
Rating:
3

 
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