A Wide Flange Built Up beam is supported at both ends by a fixed support and has a length of 6.8m column to column. The flanges (450mmx20mm) are continuously welded to the web (500mmx18mm). The weight of the Built Up beam has a uniform load of 294N/m through-out its length. The brace is installed at both ends of the beam and has a space of 6.8m. The steel used is ASTM36. Determine the allowable bending stress of this beam.
A Wide Flange Built Up beam is supported at both ends by a fixed support and has a length of 6.8m column to column. The flanges (450mmx20mm) are continuously welded to the web (500mmx18mm). The weight of the Built Up beam has a uniform load of 294N/m through-out its length. The brace is installed at both ends of the beam and has a space of 6.8m. The steel used is ASTM36. Determine the allowable bending stress of this beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A Wide Flange Built Up beam is supported at both ends by a fixed support and has a length of 6.8m column to column. The flanges (450mmx20mm) are continuously welded to the web (500mmx18mm). The weight of the Built Up beam has a uniform load of 294N/m through-out its length. The brace is installed at both ends of the beam and has a space of 6.8m. The steel used is ASTM36. Determine the allowable bending stress of this beam.
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