The steel tie bar shown is to be designed to carry a tension force of magnitude P = 120KN when bolted between double brackets at A and B. The bar will be fabricated from 20-mm-thick plate stock. For the grade of steel to be used, the maximum allowable stresses are: o = 180 MPa, t = 120 MPa, op = 380 MPa. Design the tie bar by determining the required values of: a. the diameter d of the bolt, b. the dimension b at each end of the bar, c. the dimension h of the bar.

The steel tie bar shown is to be designed to carry a tension force of magnitude P = 120KN when bolted between double brackets at A and B. The bar will be fabricated from 20-mm-thick plate stock. For the grade of steel to be used, the maximum allowable stresses are: o = 180 MPa, t = 120 MPa, op = 380 MPa. Design the tie bar by determining the required values of: a. the diameter d of the bolt, b. the dimension b at each end of the bar, c. the dimension h of the bar.

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 5.12.2P

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