EURO STEEL BEAM LOAD AND RESTR AT AT BOTTOM FLANGE

EURO STEEL BEAM LOAD AND RESTR AT AT BOTTOM FLANGE: Reference P360

This example illustrates the calculation of the design buckling resistance moment

for a beam with end restraint to the bottom flange only, and considers the effect of

destabilizing load. The beam is subject to a central point load and is supported at

either end on masonry walls spaced 7 m apart. Two cases are considered:

Case 1: the load is suspended from the bottom flange of the beam.

Calculation Reference

Structural Steel

Steel Eurocode Design

Design Buckling Resistance