pecify a suitable aluminum casting alloy for a bar with square crosssection. Length of one side of the cross-section is 50 mm. The bar is subjected to an impact loading with a tensile force of 60 kN
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Specify a suitable aluminum casting alloy for a bar with square crosssection. Length of one side of the cross-section is 50 mm. The bar is subjected to
an impact loading with a tensile force of 60 kN
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- A 750-MM SHAFT IS COMPOSED OF STEEL AND ALUMINUM PARTS. DETERMINE THE CENTROIDAL Y (IN MM) OF THE SHAFT IF THE DENSITY OF STEEL p, = 7800 KG/M AND THE DENSITY OF ALUMINUM PA = 9.75 x 102 LB/IN. HINT: USE INTEGRATION IN OBTAINING THE FORMULA FOR THE VOLUME AND CENTROID OF A FRUSTUM OF A CONC.. STEEL ALUMINUM END I 20 mm 40 mm (RAD) END 2 60 mm 130 mm (DIA)Situation No. 2 A bronze bar is fastened between a steel bar and an aluminum bar as shown below. Axial loads are applied at the positions indicated. Find the largest value of P that will not exceed an overall deformation of 3.0 mm, or the following stresses: 140 MPa in the steel, 120 MPa in the bronze, and 80 MPa in the aluminum. Assume that the assembly is suitably braced to prevent buckling. Use Est = 200 GPa, Eal = 70 GPa, and Ebr = 83 GPa. Bronze Steel A = 480 mm? Aluminum A = 650 mm A = 320 mm 3P 4P 2P 1.0 m 2.0 m 1.5 mA 8 mm radius Steel is subjected to tensile test. Determine its yield and and ultimate load it can carry in kN when the steel grade is 60 and 40. Determine also its elongation using the stresses if the modulus of elasticity of steel 218 GPa. Determine also the weight if the length is 8 m and 18 m.Hint: There are two 8 mm radius Steel.
- As shown in the figure below, a bronze bar is affixed between a steel bar and an aluminum bar. Axial loads are applied at the positions indicated. If the largest value of P that will not exceed an overall deformation of 4.0 mm, or the following stresses: 150 MPa in the steel, 130 MPa in the bronze, and 90 MPa in the aluminum, determine the stress in the bronze. Assume that the assembly is suitably braced to prevent buckling. Use Est = 200 GPa, Eal = 70 GPa, and Ebr = 83 GPa. (The correct answer is 71.36 MPa. Can you show the solution? Thank you!)Topic: COMBINED STRESS-AXIAL TENSION AND FLEXURE BENDING: STEEL DESIGN Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee Questions A Tension member with no holes is subjected to axial loads of PD=68kN & PL=64kN.It is also subjected with bending moments of MDy=40kN-m & MLy=55kN-m. Is themember adequate? Steel is of A992 Gr 50 Specs. Use LRFD. Neglect the weight of the beam. Section properties:Lp = 1.863 md=459.99mmtw=9.02mmzx= 1835x10^3 mm^4Lr = 5.305 mLb = 4.8 mbf=191.26mmtf=16mmSx=1611x10^3 mm^4 Sy=195x10^3 mm^4Zy=303x 10^3 mm^4 Cb=1.32Calculate the shear yield stress (ksi) of A588 steel.
- Required information A square yellow-brass bar must not stretch more than 2.4 mm when it is subjected to a tensile load of 34 kN. Given: E= 105 GPa and that the allowable tensile strength is 104 MPa, determine (a) The allowable side length of the cross-section (b) is the allowable value a maximum or a minimum? Why? (c) The allowable length of the bar (d) is the allowable length a maximum or a minimum? (a&b) The allowable side length, for the square cross section, is given as [ (mm) and the value is a (Click to select)what is design strength. The material of the steel is SM275 and the size is 22mm. The sectional area is 1,650mm^2.A 31 mm radius Steel is subjected to tensile test. Determine its yield and ultimate load it can carry in KN when the steel grade is 60 and 40. Determine also it's elongation using the stresses if the modulus of elasticity of steel is 231 GPa. Determine also the weight if the length is 31 m and 03 m.
- A 31 mm radius Steel is subjected to tensile test. Determine its yield and ultimate load it can carry in KN when the steel grade is 60 and 40. Determine also it's elongation using the stresses if the modulus of elasticity of steel is 231 GPa. Determine also the weight if the length is 31 m and 03 m. Need it asap.In Steel Design please answer completely with step by step solutions.A steel 4340, with tensile strength of 550 Mpa and Compressive -550 Mpa with length of 3.5 mm find design stress.