Property Density Yield Strength Ultimate Tensile Strength Poisson Ratio Shear Modulus ASTM A710 Steel AA 7075 2.81 503 572 7.8 585 620 0.29 80 Young's Modulus 205 0.33 26.9 71.7 Dimensions Side bar (C-Channel) = 210 x 76 x 6 mm3 Front Overhang = 935 mm Rear Overhang = 1620 mm Wheel Base = 3800 mm Width = 2250 mm Capacity= 8000 x 9.81 78480N Capacity with 1.25% = 98100N Weight of body and engine = 19620N Total load = 117720N Load acting on a single bar of chassis = 58860N Using the information above for two materials Iron (ASTM A710 Steel ) and Aluminum (AA 7075) Draw and Calculate for each type of materials shear force and bending moment on the beam, Principle Stress, Max shear Stress, and Total Deflection.

Property Density Yield Strength Ultimate Tensile Strength Poisson Ratio Shear Modulus ASTM A710 Steel AA 7075 2.81 503 572 7.8 585 620 0.29 80 Young's Modulus 205 0.33 26.9 71.7 Dimensions Side bar (C-Channel) = 210 x 76 x 6 mm3 Front Overhang = 935 mm Rear Overhang = 1620 mm Wheel Base = 3800 mm Width = 2250 mm Capacity= 8000 x 9.81 78480N Capacity with 1.25% = 98100N Weight of body and engine = 19620N Total load = 117720N Load acting on a single bar of chassis = 58860N Using the information above for two materials Iron (ASTM A710 Steel ) and Aluminum (AA 7075) Draw and Calculate for each type of materials shear force and bending moment on the beam, Principle Stress, Max shear Stress, and Total Deflection.

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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Property ASTM A710 Steel AA 7075 Density 7.8 2.81 Yield Strength 585 503 Ultimate Tensile Strength 620 572 Poisson Ratio 0.29 0.33 Shear Modulus 80 26.9 Young’s Modulus 205 71.7 Dimensions Side bar (C-Channel) = 210 x 76 x 6 mm Front Overhang = 935 mm Rear Overhang = 1620 mm Wheel Base = 3800 mm Width = 2250 mm Capacity = 8000 x 9.81 = 78480N Capacity with 1.25% = 98100N Weight of body and engine = 19620N Total load = 117720N Load acting on a single bar of chassis = 58860N Using the information above for two materials Iron (ASTM A710 Steel ) and Aluminum (AA 7075) Calculate for each Material Reaction Force Shear Forces Bending Moment Bending Stress Shear Stress Von Misses Stress Principle Stress Max Shear Stress Total Deflection Draw the Shear Force and bending moment Diagram for each Material. Draw the Equivalent Mohr Circle for each material Conclude with a Comparison of the Deformation of the two Materials.
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 AAB = 58 mm? Ecu = 126 GPa Est 200 GPa %3D %3D Авс 3D 77 mm? AcD = 39 mm2 АВ Сopper 20kN 8 kN Aluminum Steel 7 kN A B 20kN 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 shaft 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 exceed 450 MPa with a factor of safety equal to 1.8.
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7.5 x104 Problene # 3: if whether lach reod component a)ldentify ene w under compression or tension. り Solve for area n rod given square each cross se etions Catuen valnes: Stress in each nod: Steed: 7.5 xl04 KN /m? bronde: 1.0 a10 s kN Imr aluminum: lis K105 KN /m? lkN 4KN 3KN テムN- stael Gonze alu minim
Answers are already given. Kindly answer all the required forces. ANSWER: FFG=1103.7267 kip, T W= 832. 7498 kip, T Mc= 6272.9979 kip-ft, clockwise Cx= 0 Cy=1297.7498
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solid circular steel is tested within the spring range where the following was measured: Load = 102kN ˆOriginal diameter = 25mm ÚCurrent diameter = 24.99325mm Original length = 100mm ˆCurrent length = 100.1mm Calculate Young's modulus and Poisson's ratio.
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5. Tension test was conducted on a specimen and the following readings were recorded. Diameter = 25 mn Gauge length of extensometer = 200 mm Least count of extensometer = 0.001 mm At a load of 30 kN, extensometer reading = 60 At a load of 50 kN, extensometer reading = 100 Yield load = 160 kN Maximum load = 20s KN Diameter neck = 17 mm Final extension over 125 mm original length 150 mm Find Young's Modulus, yield stress, ultimate stress, percentage elongation and percentage reduction in area.
Clear my choice Question 28 Compression coil spring is subjected to load of 500 N is having the mean diameter of 65 mm, wire diameter of 6 mm, number of active coil is 18. Find the shear stress without curvature? Select one: 2. O a. 867 N/mm O b. 400.81 N/mm O C. 481.6 N/mm O d. 563.56 N/mm hp