11.4 mm (0.45 in.) in diameter is to be cold worked by drawing; the circular cross section will be maintained during deformation. A cold- worked tensile strength in excess of 825 MPa (120,000 psi) and a ductility of at least 12% EL are desired. Furthermore, the final diameter must be 8.9 mm (0.35 in.). Explain how this may be accomplished.

Q: Find the external reactions of the Fixed Support at A.

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Q: 2.937 - 3.25- Find the distance y when 20=49 30. k-1.375 - 4.5

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Q: . Determine the angle 0 between the pipe segments BA and BC.

A: To find angle theta

Q: If r = (x, y, z), prove that V - (²-) = - = /1

A: Given: ⇒r→=x,y,z⇒r→=x→+y→+z→ So the magnitude of the vector: ⇒r=x2+y2+z2 Hence:…

Q: etermine el momento que se genera en el punto O por cada fuerza que aparece en la barra de la…

A: Given:Forces acting:F1=54 NF2=69 NF3=30 NF4=47 Nd1=3 md2=4 mθ=44°

Q: Consider the area in (Figure 1). Figure 4 m y = 4- x 16 -8 m- < 1 of 1 X Part A Locate the centroid…

A: According to the given data y=4-x216 0≤x≤8m and 0≤y≤4m A cross-section is provided  We need to find…

Q: The intensity of the distributed load acting on the beam is w = 3.1 kN/m . Determine the magnitude…

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Q: Find the controid for the shaded area 120

A: The centroid is the point from the x and y-axis where the total mass of the area supposed to act. It…

Q: Use the cross-product definition of the moment of a force to determine the moment of the force about…

A: Given data,  F= 50 N making θ= 30° with horizontal  Length of AB is r=200 mm = 0.2 m

Q: If F = {400i + 600j - 300k}, determine Mx.

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Q: Reduce the forces acting on the beam to a single resultant force and determine its point of…

A: To find: The single resultant force and also find the points of application along AB. FBD: The free…

Q: 0.4 m

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Q: 5) Use the method of sections to find the true magnitude and direction in bar DB of the truss. Hint(…

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Q: 32: find the resultant. 20 F₁ = 3N 4m 2 1m F₂=6N Lm 13 N.m

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Q: a P A 0.6 m D

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.