I need help with this one. Thank you. AW 14 x 68 having the following properties:Prop. of W 14 x 68d = 356.62 mmbf = 254.89 mm Zx = 1885 x 10° mmtf = 18.29 mmFy = 345 MPaSx = 1688 x 10° mmCb = 1.14Lp = 2.65 m%3DE = 200000 MPaLr= 8.05 mElastic buckling stress: For = 420 MPaA) Which of the ff. most nearly gives the flexural strength of the beam if the beamhas an unbraced length of 12 m. *709486450585638B) Which of the ff. most nearly gives the flexural strength of the beam if the beamhas an unbraced length of 6 m. *709486450585638

We have to determine the value of flexural strength of the beam if the beam has an unbraced length…

AW 14 x 68 having the following properties: Prop. of W 14 x 68 Sx = 1688 x 10° mm Cb = 1.14 Lp = 2.65 m d = 356.62 mm bf = 254.89 mm Zx = 1885 x 10° mm3 tf = 18.29 mm Fy = 345 MPa E = 200000 MPa Elastic buckling stress: Fcr = 420 MPa Lr= 8.05 m 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

AW 14 x 68 having the following properties: Prop. of W 14 x 68 Sx = 1688 x 10° mm Cb = 1.14 Lp = 2.65 m d = 356.62 mm bf = 254.89 mm Zx = 1885 x 10° mm3 tf = 18.29 mm Fy = 345 MPa E = 200000 MPa Elastic buckling stress: Fcr = 420 MPa Lr= 8.05 m 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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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