Question 3. A W310x118 is to be used as a column having a total length of 12 meters. Assume G40.21 grade A992 steel (Fy = 345 MPa) and use K=1.0. All dimensions shown are in millimeters. Determine the compressive resistance Cr of the column for each support condition shown below. Part A 3000 mm 6000 mm BRACE BRACE
Question 3. A W310x118 is to be used as a column having a total length of 12 meters. Assume G40.21 grade A992 steel (Fy = 345 MPa) and use K=1.0. All dimensions shown are in millimeters. Determine the compressive resistance Cr of the column for each support condition shown below. Part A 3000 mm 6000 mm BRACE BRACE
Chapter2: Loads On Structures
Section: Chapter Questions
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
Transcribed Image Text:Question 3.
A W310x118 is to be used as a column having a total length of 12 meters. Assume G40.21 grade A992
steel (Fy = 345 MPa) and use K=1.0. All dimensions shown are in millimeters.
Determine the compressive resistance Cr of the column for each support condition shown below.
Part A
3000 mm
6000 mm
BRACE
BRACE
6000 mm
9000 mm
C.
Part B
3000 mm
4000 mm
BRACE
BRACE
3000 mm
BRACE
8000 mm
6000 mm
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