200 mm tw = 15 mm tf = 25 mm 250 mm 306 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The unsymmetrical I-section is cover plated with a 300mm W x 6mm thk
plate. Use A 992 steel.
1) Determine the distance of the elastic neutral axis of the built-up section from the
top fiber of the unsymmetrical I-section.
2) Determine the second moment of Inertia of the built-up section.
3) Determine the distance of the plastic neutral axis of the built-up section from the
top fiber of the unsymmetrical I-section.
4) Determine the plastic section modulus of the built-up section.
5) Determine the shape factor of the built-up section.
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