EURO STEEL BEAM LOAD AND RESTR AT AT BOTTOM FLANGE

Rating:

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

Submitted By:

Submitted On:

09 Dec 2015

File Size:

54.46 Kb

Downloads:

File Version:

1.0

File Author:

SIDDHANATHABOOBATHI

Rating:

This download is for Registered Users Only.
Perhaps you need to login or register.

Comments: 1

JohnDoyle[Admin] 5 years ago

Thanks again for another very useful calculation.