EURO STEEL BEAM LOAD AND RESTR AT AT BOTTOM FLANGE
Description
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
Calculation Preview
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Submitted On:
09 Dec 2015
File Size:
54.46 Kb
Downloads:
57
File Version:
1.0
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Comments: 1
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JohnDoyle[Admin]
5 years ago
Thanks again for another very useful calculation.