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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In the hanger shown the upper portion of link ABC is 9-mm thick and the lower portions are each 6-mm thick. Epoxy resin is used to bond the upper and lower portions together at B. The pin at A is of 9-mm diameter while a 6-mm-diameter pin is used at C. Determine (a) the shearing stress in pin A. (b) the shearing stress in pin C, (c) the largest normal stress in link ABC, (d) the average shearing stress on the bonded surfaces at B, (e) the bearing stress in the link at C. 30 mm 150 mm 40 mm 170 mm 240 mm 2400 N 120 m
answer d and e draw fbd
.
Only 1.35 plz
In the structure shown, an 8 mm diameter pin is used at A, and 12 mm diameter pins are used at B and D. Knowing that the allowable shearing stress is 120 MPa at all connections and that the allowable normal stress and bearing stress is 240 MPa in each of the two links joining B and D, determine the allowable load P
strength of material MENG222 Please solve the problem step by step and make your line clear and don't forget to show me your step
A steel pipe of 300-mm outer diameter is fabricated from an 8-mm-thick plate by welding along a helix that forms an angle of 20° with a plane perpendicular to the axis of the pipe. Knowing that a 250-kN axial force P and a 12-kN-m torque T. each directed as shown, are applied to the pipe, determine the normal and in-plane shearing stresses in directions, respectively, normal and tangential to the weld. T The normal stress is - The shear stress is- Weld 20⁰ 8 mm MPa MPa.
Required information Two horizontal 9-kip forces (P) are applied to pin B of the assembly shown. A 0.8-in, diameter pin is used at each connection. 0.5 in. 18 in 60⁰ 45 0.5 in. 18 in C Determine the average shearing stress in the pin at C. The average shearing stress in the pin at Cis ksi.
Two L4 x 3 rolled-steel angles are bolted together and used to sup-port the loading shown. Knowing that the allowable normal stress for the steel used is 24 ksi, determine the minimum angle thickness that can be used.
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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.

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