For a C-section composed of 100 mm x 15 mm flanges and a 250 mmx 10 mm thick web. If Fy = 420 MPa, calculate the following: a. Compute the yield moment capacity of the beam in kN-m. b. Calculate the plastic moment capacity of the beam in kN-m. c. Compute the shape factor of the beam. d. Compute the service live load of the beam if its service dead load(incuding its wt) is 20 kN/m and the beam has a simple span of 8 meters.
For a C-section composed of 100 mm x 15 mm flanges and a 250 mmx 10 mm thick web. If Fy = 420 MPa, calculate the following: a. Compute the yield moment capacity of the beam in kN-m. b. Calculate the plastic moment capacity of the beam in kN-m. c. Compute the shape factor of the beam. d. Compute the service live load of the beam if its service dead load(incuding its wt) is 20 kN/m and the beam has a simple span of 8 meters.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For a C-section composed of 100 mm x 15 mm flanges and a 250 mmx
10 mm thick web. If Fy = 420 MPa, calculate the following:
a. Compute the yield moment capacity of the beam in kN-m.
b. Calculate the plastic moment capacity of the beam in kN-m.
c. Compute the shape factor of the beam.
d. Compute the service live load of the beam if its service dead
load(incuding its wt) is 20 kN/m and the beam has a simple span
of 8 meters.
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