1. A Doubly Symmetric l-Beam Built-Up Member is shown below. Calculate the Moment of Inertia, the Elastic Section Modulus, the Plastic Section Modulus, the Yield Moment (My), and the Plastic Moment (Mp). Assume the Fy = 50 ksi and the Beam is bending along its major axis (parallel with the web) | Flanges are 6" x 1" Web is 1" x 12" 2. Repeat Problem 1, but now assume the beam is bending along its minor axis (parallel with the flanges).
1. A Doubly Symmetric l-Beam Built-Up Member is shown below. Calculate the Moment of Inertia, the Elastic Section Modulus, the Plastic Section Modulus, the Yield Moment (My), and the Plastic Moment (Mp). Assume the Fy = 50 ksi and the Beam is bending along its major axis (parallel with the web) | Flanges are 6" x 1" Web is 1" x 12" 2. Repeat Problem 1, but now assume the beam is bending along its minor axis (parallel with the flanges).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. A Doubly Symmetric l-Beam Built-Up Member is shown below. Calculate the Moment of
Inertia, the Elastic Section Modulus, the Plastic Section Modulus, the Yield Moment
(My), and the Plastic Moment (Mp). Assume the Fy = 50 ksi and the Beam is bending
along its major axis (parallel with the web)
Flanges are 6" x 1"
Web is 1" x 12"
2. Repeat Problem 1, but now assume the beam is bending along its minor axis (parallel
with the flanges).
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