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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F341fb1fe-d2dc-49b1-8739-a13db6069575%2F4202db83-9e7f-4cc5-a618-53162a46c3a9%2Fyxx62zv_processed.jpeg&w=3840&q=75)
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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