Question: The T - beam carries a 1 k / ft total dead load including its self - weight, and 2 k / ft live load.
The Tbeam carries a kft total dead load including its selfweight, and kft live load. The beam spans ft Would the Tbeam have sufficient capacity to carry the bending moment due to the loading? Please apply LRFD in the design.
After determining the bending capacity of the Tbeam. What is the largest bending moment due to the LRFD load combination?
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