EURO STEEL BEAM LOAD AND RESTR AT AT BOTTOM FLANGE
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.
Steel Eurocode Design
Design Buckling Resistance
09 Dec 2015
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