50 mm12 mmBOCOA300 mm450 mmEPROBLEM 1.51Each of the steel links AB and CD is connected to a support and tomember BCE by 25-mm-diameter steel pins acting in single shear.Knowing that the ultimate shearing stress is 210 MPa for the steelused in the pins and that the ultimate normal stress is 490 MPa forthe steel used in the links, determine the allowable load P if anoverall factor of safety of 3.0 is desired. (Note that the links are notreinforced around the pin holes.)

∴ The direct shear stress distribution for a circular cross-section beam (as shown in the figure)…

Answered: 50 mm 12 mm B O C OA 300 mm 450 mm E…

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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Link AC is made of a steel with a 65-ksi ultimate normal stress and has a xin. uniform rectangular cross section. It is connected to a support at A and to member BCD at C by-in.-diameter pins, while member BCD is connected to its support at B by a -in.-diameter pin. All of the pins are made of a steel with a 25-ksi ultimate shearing stress and are in single shear. Knowing that a factor of safety of 3.75 is desired, determine the largest load P that can be applied at D. Note that link AC is not reinforced around the pin holes. 16 IN 8 in 16. ---4 in- The largest load P that can be applied at Dis[ lb.
1. Problem 1: Segment AB of the bar is a hollow tube with an outer diameter of 1.5 inches and a wall thickness of 0.125 inch. Segment BC is a solid rod of diameter 0.75 inch. Determine the normal stress in segment AB in psi. 0.125 in. 0.75 in. 4800 lb 2800 lb 1.5 in. B C |A -6 in.- -6 in. Your answer 2. In Problem 1, determine the normal stress in segment BC in psi. Your answer

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