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
Uploaded
08 Dec 2015
Submitted By:
Last Modified
09 Dec 2015
File Size:
54.46 Kb
Downloads:
72
File Version:
1.0
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Comments: 1
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![avatar JohnDoyle[Admin]](/media/com_osmembership/avatars/62_56e81868b9b33.png){kind=small}
JohnDoyle[Admin]
8 years ago
Thanks again for another very useful calculation.