Use NSCP 2015. The beam shown has continuous lateral support of both flanges. The uniform load consisting of 50% dead load and 50% live load. The dead load includes the weight of the beam. Used grade 50 steel. 6 k/ft |--0-0²- -18'-0"- $60 1. Considering LRFD. Which of the following most nearly gives the design load Wu? 2. Considering LRFD. Which of the following most nearly gives the maximum negative design moment, Mu in ft-kips? 3. Considering W12x35 beam section, The section is -6'-0"
Use NSCP 2015. The beam shown has continuous lateral support of both flanges. The uniform load consisting of 50% dead load and 50% live load. The dead load includes the weight of the beam. Used grade 50 steel. 6 k/ft |--0-0²- -18'-0"- $60 1. Considering LRFD. Which of the following most nearly gives the design load Wu? 2. Considering LRFD. Which of the following most nearly gives the maximum negative design moment, Mu in ft-kips? 3. Considering W12x35 beam section, The section is -6'-0"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Use NSCP 2015. The beam shown has continuous lateral support
of both flanges. The uniform load consisting of 50% dead load
and 50% live load. The dead load includes the weight of the
beam. Used grade 50 steel.
6 k/ft
|--0-0²-
-18'-0"-
fo
4-6-
-6'-0"
1. Considering LRFD. Which of the following most nearly gives
the design load Wu?
2. Considering LRFD. Which of the following most nearly gives
the maximum negative design moment, Mu in ft-kips?
3. Considering W12x35 beam section, The section is
4. Considering ASD the W12x35 beam section, Which of the
following most nearly gives allowable strength in ft-kips
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