Beam Bending Stress Calculator: operating questions
Does acceptable bending stress mean the beam is adequate?
No. Shear, deflection, vibration, lateral-torsional buckling, local buckling, connections and code load combinations can govern independently.
Which section modulus should be entered?
Use the elastic section modulus about the actual bending axis and orientation, adjusted for the net or effective section when required by the governing method.
Where does the maximum moment come from?
It must be derived from the actual support conditions, load positions and governing load combination. This calculator does not determine reactions or the moment diagram.
| Parameter | Unit | Example |
|---|---|---|
| Maximum bending moment | kN·m | 25 |
| Section modulus | mm³ | 250000 |
