|Nominal Pipe Diameter |
|Effective Length of Column (feet) |
|Allowable Concentric Loads (103 lbf) |
Note that the effective column length depends on the column configuration. The values above is valid for columns with rotation free and translation fixed in both ends - equal to correction factor k = 1 in the Euler Column Formula.
Deflection and stress, moment of inertia, section modulus and technical information of beams and columns.
Calculate beam load and supporting forces.
Properties of British Universal Steel Columns and Beams.
Estimate concrete volume required for concrete columns.
Calculate buckling of columns.
Properties of HE-A profiled steel beams.
Properties of HE-B profiled steel beams.
Weight, cross sectional area, moments of inertia - Imperial units
Dimensions of American Wide Flange Beams ASTM A6 (or W-Beams) - Imperial units.
Safe loads for wood columns.
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