Rigid bar ABC is supported by pin-connected axial member (1) and by a pin connection at C, as shown in the figure. A 5,600-lbconcentrated load is applied to the rigid bar at A. Member (1) is a 3.25-in-wide by 1.00-in-thick rectangular bar made of steel with ayield strength of oy = 32,000 psi. The pin at C has an ultimate shear strength of oy = 64,000 psi. Assume P = 5,600 Ib, a = 19 in, b=29 in., c= 12 in., and d = 22 in.(a) Determine the axial force in member (1) (positive if in tension and negative if in compression).(b) Determine the factor of safety in member (1) with respect to its yield strength.(c) Determine the magnitude of the resultant reaction force acting at pin C.(d) If a minimum factor of safety of FS = 2.7 with respect to the ultimate shear strength is required, determine the minimum diameterthat may be used for the pin at C.PB(1)dDCSide viewbof connectionAnswers:(a) F1=i13559.431Ib(b) FS1 =i(c) Fc=Ib(d) dpin =in. Part CDetermine the spring rate of the tube in torsion.Express your answer to three significant figures and include the appropriate units.HẢko = ValueUnitsSubmitRequest Answer

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Answered: B (1) d C Side view b of connection…

Engineering

Civil Engineering

B (1) d C Side view b of connection 3559.431 Ib Ib in.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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