he following are the properties of a steel section to be used for a column element that is pinned at the bottom and fixed at the top. Fy = 248 MPa Ix = 3.00E+08 Area = 21300 Iy = 9.90E+07 Sx = 2076124.567 d = 289 Sy = 685121.1073 tw = 19.2 tf = 31.8 bf = 265 w beam in kg/m = 918 L = 3 m 1. What is the Euler’s allowable axial stress? a. 2080.40MPa
he following are the properties of a steel section to be used for a column element that is pinned at the bottom and fixed at the top. Fy = 248 MPa Ix = 3.00E+08 Area = 21300 Iy = 9.90E+07 Sx = 2076124.567 d = 289 Sy = 685121.1073 tw = 19.2 tf = 31.8 bf = 265 w beam in kg/m = 918 L = 3 m 1. What is the Euler’s allowable axial stress? a. 2080.40MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The following are the properties of a steel section to be used for a column element that is pinned at the bottom and fixed at the top.
Fy = 248 MPa Ix = 3.00E+08
Area = 21300 Iy = 9.90E+07
Sx = 2076124.567 d = 289
Sy = 685121.1073 tw = 19.2
tf = 31.8 bf = 265
w beam in kg/m = 918 L = 3 m
Fy = 248 MPa Ix = 3.00E+08
Area = 21300 Iy = 9.90E+07
Sx = 2076124.567 d = 289
Sy = 685121.1073 tw = 19.2
tf = 31.8 bf = 265
w beam in kg/m = 918 L = 3 m
1. What is the Euler’s allowable axial stress?
a. 2080.40MPa
b. 701.23MPa
c. 3003.60MPa
d. 816.67MPa
2. What is the allowable axial stress as per NSCP 2001?
a. 117.18 MPa
b. 121.23MPa
c. 103.60 MPa
d. 136.99MPa
3. Find the maximum axial load that includes self weight of the section that it can carry if only axial load is present.
a. 2918 kN
b. 701.23 kN
c. 1003 kN
d. 716.67 kN
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