A steel I-beam is suppose to be used as a bean, however, it was found out that the cross section co resist the demand. Hence, a steel C-section is added at the top to increase the composite member's capacity against flesure as shows Properties of the 1-beam Flange width-300 mm Flange thickness-25 mm Web bright-200 mm Web thickness-30mm Properties of C-section Flange width-75mm Flange thickness-20 mm Web bright-320 mm Web thickness-20mm Using the same steel section above, solve the capacity of a 6-m steel column, fixed support on one end and pin-support on the other. Use Fy = 275 MPa. Assume that the steel section is compact against local
A steel I-beam is suppose to be used as a bean, however, it was found out that the cross section co resist the demand. Hence, a steel C-section is added at the top to increase the composite member's capacity against flesure as shows Properties of the 1-beam Flange width-300 mm Flange thickness-25 mm Web bright-200 mm Web thickness-30mm Properties of C-section Flange width-75mm Flange thickness-20 mm Web bright-320 mm Web thickness-20mm Using the same steel section above, solve the capacity of a 6-m steel column, fixed support on one end and pin-support on the other. Use Fy = 275 MPa. Assume that the steel section is compact against local
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A steel I-beam is suppose to be used as a beam, however, it was found out that the cross section cannot
resist the demand. Hence, a steel C-section is added at the top to increase the composite member's capacity
against flexure as shown
Properties of the 1-beam
Flange width-300 mm
Flange thickness - 25 mm
Web height=200 mm
Web thickness-30 mm
Properties of C-section
Flange width-75
Flange thickness-20 mm
Web height 320 mm
Web thickness-20mm
Using the same steel section above,
solve the capacity of a 6-m steel
column, fixed support on one end
and pin-support on the other. Use Fy
= 275 MPa. Assume that the steel
section is compact against local
buckling
Determine the Nominal axial
compressive load capacity in KN
7,119.8947
H
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