The following are the properties of a steel section to be used for a beam section: Fy = 248 MPa Area = 21300 mm² Ix = 300×106 mm⁴ Iy = 98.8×106mm⁴ Sx=2.08×106 mm³ Sy = 0.746×106mm³ d = 289mm tw = 19.2mm tf = 31.8mm bf = 265mm w beam in kN/m = 9 laterally unsupported length, Lb = 3000 mm   1. What is the minimum unsupported length of the beam to be considered long?  a. 16.2 m b. 14.5 m c. 13.6 m d. 12.8 m 2. What is the critical depth over thickness ratio set by NSCP?  a. 206.68 b. 126.68 c. 106.68 d. 16.68 3. What is the allowable bending stress in the given beam section?  a. 148.8 b. 163.68 c. 142.68 d. 124.68 4. If the laterally unsupported length been 10 m, what is the allowable bending stress as per NSCP 2001?  a. 148.8 b. 163.68 c. 142.68 d. 124.68

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The following are the properties of a steel section to be used for a beam section:
Fy = 248 MPa
Area = 21300 mm²
Ix = 300×106 mm⁴
Iy = 98.8×106mm⁴
Sx=2.08×106 mm³
Sy = 0.746×106mm³
d = 289mm
tw = 19.2mm
tf = 31.8mm
bf = 265mm
w beam in kN/m = 9
laterally unsupported length, Lb = 3000 mm
 
1. What is the minimum unsupported length of the beam to be considered long? 
a. 16.2 m
b. 14.5 m
c. 13.6 m
d. 12.8 m
2. What is the critical depth over thickness ratio set by NSCP? 
a. 206.68
b. 126.68
c. 106.68
d. 16.68
3. What is the allowable bending stress in the given beam section? 
a. 148.8
b. 163.68
c. 142.68
d. 124.68
4. If the laterally unsupported length been 10 m, what is the allowable bending stress as per NSCP 2001? 
a. 148.8
b. 163.68
c. 142.68
d. 124.68
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