A W14x68 is used as a beam having a simple span of 6m. Properties of WF section. d=356.62mm bf=254.89mm tf=18.29mm tw=10.54mm Sx=1688x10^3mm3 Ry=62.48mm Zx=1885x10^3 mm3 Fy=345.6 Mpa EI=150000 Kn-m^2 Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case 1 for hit rolled shape conditions using ASD method l. (kN/m)
A W14x68 is used as a beam having a simple span of 6m. Properties of WF section. d=356.62mm bf=254.89mm tf=18.29mm tw=10.54mm Sx=1688x10^3mm3 Ry=62.48mm Zx=1885x10^3 mm3 Fy=345.6 Mpa EI=150000 Kn-m^2 Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case 1 for hit rolled shape conditions using ASD method l. (kN/m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W14x68 is used as a beam having a simple span of 6m.
Properties of WF section.
d=356.62mm
bf=254.89mm
tf=18.29mm
tw=10.54mm
Sx=1688x10^3mm3
Ry=62.48mm
Zx=1885x10^3 mm3
Fy=345.6 Mpa
EI=150000 Kn-m^2
Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case 1 for hit rolled shape conditions using ASD method l. (kN/m)
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