2. A built-up W-section is to be used as a girder. It is simply supported over a span of 12 meters. It has a lateral support 5 meters from the left support. Use Fy=415 MPa and Cb=1.0 Properties of the section: A=16,288 mm² d=450 mm Ix=549,638.71x10³ b-300 mm t=16 mm tw=16 mm mm4 ly=72,142.68x10³ mm4
2. A built-up W-section is to be used as a girder. It is simply supported over a span of 12 meters. It has a lateral support 5 meters from the left support. Use Fy=415 MPa and Cb=1.0 Properties of the section: A=16,288 mm² d=450 mm Ix=549,638.71x10³ b-300 mm t=16 mm tw=16 mm mm4 ly=72,142.68x10³ mm4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PROVIDE COMPLETE SOLUTION WITH ILLUSTRATION
REQUIRED:
A)Determine the section elastic modulus
B.)Determine the plastic section modulus
C.)Determine the compactness of the section
D.)Determine the lateral suppport condition
E.)Determine the allowable flexural strength of the girder in N-mm
F.)Determine the ultimate flexural strength of the girder in N-mm
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