The beam shown below is laterally supported at the ends and 1/3 points (points 1, 2, 3, and 4). The concentrated loading shown is a service live loading. Use A992 (50-ksi) steel and selected the lightest w-shape to support the loading shown. Use the LRFD methodology. Consider the following in your design of the beam: a.) flexural (moment) capacity; b.) compact section criteria.
The beam shown below is laterally supported at the ends and 1/3 points (points 1, 2, 3, and 4). The concentrated loading shown is a service live loading. Use A992 (50-ksi) steel and selected the lightest w-shape to support the loading shown. Use the LRFD methodology. Consider the following in your design of the beam: a.) flexural (moment) capacity; b.) compact section criteria.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The beam shown below is laterally supported at the ends and 1/3 points (points 1, 2, 3, and 4). The concentrated loading shown is a service live loading.
Use A992 (50-ksi) steel and selected the lightest w-shape to support the loading shown. Use the LRFD methodology. Consider the following in your design of the beam: a.) flexural (moment) capacity; b.) compact section criteria.
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