The steel tie bar shown is to be designed to carry a tension force of magnitudeP=120 kN 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 tobe used, the maximum allowable stresses are σ =175 MPa, τ =100 MPa,and σb=350 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, and(c) the dimension h of the bar.
The steel tie bar shown is to be designed to carry a tension force of magnitudeP=120 kN 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 tobe used, the maximum allowable stresses are σ =175 MPa, τ =100 MPa,and σb=350 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, and(c) the dimension h of the bar.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The steel tie bar shown is to be designed to carry a tension force of magnitudeP=120 kN 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 σ =175 MPa, τ =100 MPa,and σb=350 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, and(c) the dimension h of the bar.
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