You are using the new UI (Beta).Return to the original UI

This page has been automatically translated by machine translation. Please note that translations may not be entirely accurate.

keisanHigh-precision calculations for everyday life and work
Login|Register

Calculation of Allowable Bending Stress (Steel Structures)

Author: pupucaExecutions: 626
TOP/Shared Formulas (Engineering)/Civil & Mechanical

※ This library was created by a member. This site is not responsible for its content.

Manage Bookmarks
Allowable Bending Stress Considering Lateral Buckling (for Steel Structures)
This is intended only for preliminary verification.
*Applicable when the bending moment varies within a given span.
Standard Strength
N/mm²
End moment (the larger of the two)
End moment (smaller value)
Maximum Moment
Modulus of elasticity
N/mm²
Second Moment of Area
cm4
Bending-Torsion Constant
Shear modulus
N/mm²
Sambunan's torsion constant
cm4
Distance Between Pivot Points
m
Cross-sectional modulus
cm³
Limit Slenderness Ratio -
Correction Coefficient -
Elastic lateral buckling moment Nmm
Yield bending moment Nmm
Allowable Bending Stress (Long-Term) N/mm²

No customer feedback for this calculation yet.