Compute its design strength based on rupture in kiloNewtons..* 412 485 453 389 438 This is a required question A steel beam section is use as a tension member, with 8- 16 mm bolts are used at each flanges to attach to another member. Assume diameter of the hole is 2 mm larger than the bolt diameter. Fu = 400 MPa, Fy = 248 MPa Using NSCP 2015 Properties of steel section: WF Section A=2284 mm² tf-5.33 mm tw = 4.83 mm bf=100.58 mm d=250.70 mm T I Equivalent WT y = 34.54 mm H 75-75-75-50

Compute its design strength based on rupture in kiloNewtons..* 412 485 453 389 438 This is a required question A steel beam section is use as a tension member, with 8- 16 mm bolts are used at each flanges to attach to another member. Assume diameter of the hole is 2 mm larger than the bolt diameter. Fu = 400 MPa, Fy = 248 MPa Using NSCP 2015 Properties of steel section: WF Section A=2284 mm² tf-5.33 mm tw = 4.83 mm bf=100.58 mm d=250.70 mm T I Equivalent WT y = 34.54 mm H 75-75-75-50

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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