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| Euro Steel Beam Load and Rest on 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.
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