A built-upsection is to be used as a girder. It is simply supported over a span of 9 meters and laterally supported at supports and midspan. Use Fy=345MPa and Cb=1.0 Properties of the section: A=12,620mm2 d=450 mm tw=10 mm bf=300mm tf=14mm rx=203.88mm ry=70.67 mm Ix=524.59x106mm4 a.Determine the elastic section modulus, Sx. b.Determine the plastic section modulus, Zx. c.Determine the compactness of the section
A built-upsection is to be used as a girder. It is simply supported over a span of 9 meters and laterally supported at supports and midspan. Use Fy=345MPa and Cb=1.0 Properties of the section: A=12,620mm2 d=450 mm tw=10 mm bf=300mm tf=14mm rx=203.88mm ry=70.67 mm Ix=524.59x106mm4 a.Determine the elastic section modulus, Sx. b.Determine the plastic section modulus, Zx. c.Determine the compactness of the section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A built-upsection is to be used as a girder. It is simply supported over a span of 9 meters and laterally supported at supports and midspan.
Use Fy=345MPa and Cb=1.0
Properties of the section:
A=12,620mm2
d=450 mm
tw=10 mm
bf=300mm
tf=14mm
rx=203.88mm
ry=70.67 mm
Ix=524.59x106mm4
a.Determine the elastic section modulus, Sx.
b.Determine the plastic section modulus, Zx.
c.Determine the compactness of the section.
d.Determine the lateral support condition.
e.Determine the Allowable Flexural Strength of the girder. f.Determine the Ultimate Flexural Strength of the girder.
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