The assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC.6 ftAAB = 1 in?Agr = 2 in? 1 fHEF- 2 ftH2 ftPAcp = 1.5 in?6 ftThe cross-sectional area of each rod is given in the figure. A force of P = 51 kip is applied to the ring F.Part ADetermine the horizontal displacement of point F. Use E = 17.4(10³) ksi.Express your answer to three significant figures and include appropriate units.?ValueUnits

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Answered: The assembly consists of three titanium…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

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L = 0.3m A = 20 x 6 mm E= 70 GPa allowable stress = 120 MPa 0.6 m 0.4 m 0.2 m Rigid bar D C W 0.5m 40 x 6 mm 50 GPa wable stress = 80 MPa 16 mm dia. bolt with allowable s 6 mm 80 MPa in bearing and 60 MPa The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at B and to Magnesium bar at A, Aluminum bar at C. the properties of the bars are shown on the figure. all the connections are using 16 mm bolts in single shear. Determine the maximum safe load W that can be applied. Determine the final position of point D.
11 Design the rod. (Find the diameter d). (2 Puan) F = 60KN, Gall = 120MPA y C A В F L d = 25.2mm d = 20.1mm d = 19.5mm d = 22mm d = 28.2mm d = 24.8mm
The 24-mm-diameter A-36 steel rod is subjected to the axial forces shown. Take E = 200 GPa. (Figure 1) Figure 600 mm B 400 mm 50 kN 50 kN C 40 kN 1 of 1 > ▾ Part A Determine the displacement of end C with respect to the fixed support at A. Express your answer to three significant figures and include the appropriate units. dc = Submit μA Value Provide Feedback Request Answer Units ? 4
Which set of compatibility equations matches the following torsion members connected end-to-end in series? 30 in. O || = C a 560 8₁ a & + gap 05/0 18 in. 6 in. (2) 0 & + ₂ = 0 О ф, = фг 0 8₁ = 8₂ - 8₂ 04+₂=0 & + ₂ = constant Ta (3) 8₁ + gap = 8₂ &₁ = & + gap D. & + ₂ = constant 8 in. (2)
The assembly shown in Figure 5 consists of two sections of galvanized steel pipe connected using a reducing coupling at B. The smaller pipe AB has an inner diameter of d 16 mm and an outer diameter of do 18 mm, whereas the larger pipe BC has an inner diameter of d = 21 mm and an outer diameter of dae #24 mm. Take LAB= Lec 250 mm and G = 25 GPa. If the pipe is tightly secured to the wall at C. determine the angle of twist at point A A LAB 75 N 150 mm- 200 mm Lac 75 N 022
In the element in the figure, the bars are made of UNSG 10100 HR steel (Sy= 26 Kpsi and E= 30x106 psi). Determine the maximum weight that the system can support.
66 ll ? e V:09 The rod BD is made of material with G1= 135 GPa has a diameter 16 mm is bonded to the tube CA at point B, the tube made of material with G2=230 GPa has an outer diameter 37 mm and wall thickness of 7 mm. If T1=803 N.m and T2=1445 N.m, answer the following questions: B T2 N-m 0.4 m 0.1 m D. 0.3 m T1 N-m The polar moment of inertia of the rod BD is Your answer The polar moment of inertia of the tube CA is
Figure 1 shows a composite shaft ABCD acted upon horizontal forces. The moduli of elasticity and the cross-section areas of the segments of the shaft are also provided. Eal 70 GPa E = 126 GPa E = 200 GPa AAR=58 mm² ABC 77 mm2 Acp = 39 mm² Сopper 20KN 8 kN Aluminum Steel 7 kN B 20KN A 8 kN 450 mm -300 mm -- 400 mm Figure 1: Axially loaded composite shaft 2.1. Construct the diagram of internal normal forces for each cross-section of the (6) shaft (3) 2.2. Calculate the displacement of the point C with respect to the fixed-point A 2.3. If the shaft must have one uniform diameter determine the required minimum diameter of the shaft if the normal yield stress in the composite shaft must not (11) exceed 450 MPa with a factor of safety equal to 1.8.
We have an assembly with a steel rod AB and an aluminum BC, each having a cross sectional area shown in Figure 2. If the assembly is subjected to axial loadings at point A and B shown in Figure 1, Determine the displacement of rod BC and the deformation of rod AB. The original length of each rod is shown in Figure 1. Show manual integration for area under the parabola must be shown E. = 200 GPa. Ed = 70 GPa
Part A A FA. FD= -600 mm- P 50 mm VE ΑΣΦ 41 B vec - 600 mm 25 mm If the gap between C and the rigid wall at D is initially 0.15 mm, determine the magnitudes of the support reactions at A and D when the force P = 200 kN is applied. The assembly is made of A36 steel. (Figure 1) Enter your answer, separated by a comma. -0.15 mm D ? kN
We have an assembly with a steel rod AB and an aluminum BC, each having a crosssectional area shown in Figure 2. If the assembly is subjected to axial loadings at pointA and B shown in Figure 1, Determine the displacement of rod BC and the deformationof rod AB. The original length of each rod is shown in Figure 1. E. = 200 GPa. Ed = 70 GPa
Question 6 A B 112 mm 1.2 m 0.9 m Figure 6 The structure supports force P=75 kN, as shown in Figure 6. The solid circular rod BD is made of A992 steel: a. Find the vertical and horizontal component acting on the pin of the pulley C. b. Find the compressive force in the rod BD. c. Find the effective length-factor for BD. d. Express the radius of gyration about any centroidal axis for a solid circular area as a function of the diameter of a circle. e. Find the critical effective slender ratio (KL/r), according to the AISC specifications. f. Determine the required minimum diameter of the A992 steel solid circular rod BD to the nearest mm as allowed by the AISC specifications. g. Determine the F.S. for buckling of the designed rod DB. -0.9 m P

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