EURO STEEL BEAM LOAD AND RESTR AT AT BOTTOM FLANGE

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1

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

Submitted On:
09 Dec 2015
File Size:
54.46 Kb
Downloads:
53
File Version:
1.0
File Author:
SIDDHANATHABOOBATHI
Rating:
1

 
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Comments: 1
JohnDoyle[Admin] 5 years ago
Thanks again for another very useful calculation.