from the given built-up section shown, with the properties listed below, A-36 Fy= 248 MPa, calculate the following using NSCP 2001 CODE PROVISIONS; the column is fixed at the a length of both ends ends with 6.90m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Asap Please, Thank you Note: This is just a sample problem for review purposes
From the given built-ye section shown, with the properties
listed below, A-36 fy: 248 MPa, calculate the following using
the
NSCP 2001 CODE PROVISIONS, the column is fixed at
both ends with
lengtn of C6.90m.
a.) Slenderness Ratio
b.) Allowable Compressive Stress
c.) Maximum load that the column
can carry
W8XS8
Coxio S
A 11032
A: 1994 mm?
D 222.25
tw= 12.9s
tw : 7.98nm
bf= 208.79
: Sl.66mm
+fミ 20.57
tf:8.71
Ix : 95x10 mm4
ly:6.33x10 mm4
ly 31x10°
ly : 0:36x(o mm4
mm
4
rx =
mw וד-ב@
tx 56. 39mm
ry: 53.34 mm
ry
13.44mm
x bar : 12.67mm
W8x58
200 X14
200 X14
e coxIO-S
Transcribed Image Text:From the given built-ye section shown, with the properties listed below, A-36 fy: 248 MPa, calculate the following using the NSCP 2001 CODE PROVISIONS, the column is fixed at both ends with lengtn of C6.90m. a.) Slenderness Ratio b.) Allowable Compressive Stress c.) Maximum load that the column can carry W8XS8 Coxio S A 11032 A: 1994 mm? D 222.25 tw= 12.9s tw : 7.98nm bf= 208.79 : Sl.66mm +fミ 20.57 tf:8.71 Ix : 95x10 mm4 ly:6.33x10 mm4 ly 31x10° ly : 0:36x(o mm4 mm 4 rx = mw וד-ב@ tx 56. 39mm ry: 53.34 mm ry 13.44mm x bar : 12.67mm W8x58 200 X14 200 X14 e coxIO-S
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