F2 A W470mm x 105kg/m beam of 12 mm web thickness is spliced near the support using 15 mmthick connector plate welded to part B and bolted using 20mmØ A325 bolts to part A.Given:S1 = 40 mmS2 = 40 mmS3 = 80 mmS4 = 40 mmS5 = 50 mme = 180 mmYield Strength, Fy 248 MPa%3DAllowable bolt shear stress, Fv = 120 MPaConsider one-side only. ePW-SectionWeldS3S3AS3S2S2 Ss Ss S2Calculate the torsional load (kN) on the critical bolt at section A if P = 200 kN and e = 180 mm.55.7251.43O 21.4363.14

Torsion Load : Torsion load on a bolt is the twisting moment of bolt caused by stress on bolt. The…

A W470mm x 105kg/m beam of 12 mm web thickness is spliced near the support using 15 mm thick connector plate welded to part B and bolted using 20mmØ A325 bolts to part A. Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 40 mm S5 = 50 mm e = 180 mm Yield Strength, Fy = 248 MPa Allowable bolt shear stress, Fv = 120 MPa Consider one-side only.

A W470mm x 105kg/m beam of 12 mm web thickness is spliced near the support using 15 mm thick connector plate welded to part B and bolted using 20mmØ A325 bolts to part A. Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 40 mm S5 = 50 mm e = 180 mm Yield Strength, Fy = 248 MPa Allowable bolt shear stress, Fv = 120 MPa Consider one-side only.

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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