AW 14 x 68 having the following properties: Prop. of W 14 x 68 d = 356.62 mm bf = 254.89 mm Zx = 1885 x 10° mm tf = 18.29 mm Fy = 345 MPa Sx = 1688 x 10° mm Cb = 1.14 Lp = 2.65 m %3D E = 200000 MPa...


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AW 14 x 68 having the following properties:<br>Prop. of W 14 x 68<br>d = 356.62 mm<br>bf = 254.89 mm Zx = 1885 x 10° mm<br>tf = 18.29 mm<br>Fy = 345 MPa<br>Sx = 1688 x 10° mm<br>Cb = 1.14<br>Lp = 2.65 m<br>%3D<br>E = 200000 MPa<br>Lr= 8.05 m<br>Elastic buckling stress: For = 420 MPa<br>A) Which of the ff. most nearly gives the flexural strength of the beam if the beam<br>has an unbraced length of 12 m. *<br>709<br>486<br>450<br>585<br>638<br>B) Which of the ff. most nearly gives the flexural strength of the beam if the beam<br>has an unbraced length of 6 m. *<br>709<br>486<br>450<br>585<br>638<br>

Extracted text: AW 14 x 68 having the following properties: Prop. of W 14 x 68 d = 356.62 mm bf = 254.89 mm Zx = 1885 x 10° mm tf = 18.29 mm Fy = 345 MPa Sx = 1688 x 10° mm Cb = 1.14 Lp = 2.65 m %3D E = 200000 MPa Lr= 8.05 m Elastic buckling stress: For = 420 MPa A) Which of the ff. most nearly gives the flexural strength of the beam if the beam has an unbraced length of 12 m. * 709 486 450 585 638 B) Which of the ff. most nearly gives the flexural strength of the beam if the beam has an unbraced length of 6 m. * 709 486 450 585 638

Jun 11, 2022
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