The Miller indices of the slip planes in FCC unit cells should be determined. Concept Introduction: Steps for construction of miller indices planes: The coordinate points of origin ( 0 , 0 , 0 ) are drawnfollowed by moving in y-direction through lattice parameters. The coordinate points are identified along the intercepts x , y and z axis in terms of lattice parameter. The reciprocal of intercepts are taken. The fraction values are cleared. The result number is enclosed in bracket.

Question

4. The figure below shows a bent pipe with the external loading FA 228 lb, and M₁ = M₂ = 1 kip-ft. The force Fernal loading FA = 300 lb, FB: parallel to the y-axis, and and yc = 60°. = 125 lb, Fc = acts parallel to the x-z plane, the force FB acts Cartesian resultan Coordinate direction angles of Fc are ac = 120°, ẞc = 45°, a. Compute the resultant force vector of the given external loading and express it in EST form. b. Compute the resultant moment vector of the given external loading about the origin, O, and express it in Cartesian vector form. Use the vector method while computing the moments of forces. c. Compute the resultant moment vector of the given external loading about the line OA and express it in Cartesian vector form. :00 PM EST k ghoufran@buffaternal du 2 ft M₁ A 40° FA M2 C 18 in 1 ft Fc 25 houfran@bald.edu - Feb 19, 3 ft FB

Answer 1

Question

Chapter 4, Problem 4.25P

Interpretation Introduction

Interpretation:

The Miller indices of the slip planes in FCC unit cells should be determined.

Concept Introduction:

Steps for construction of miller indices planes:

The coordinate points of origin (0,0,0)are drawnfollowed by moving in y-direction through lattice parameters.

The coordinate points are identified along the intercepts x, y and zaxis in terms of lattice parameter.

The reciprocal of intercepts are taken.

The fraction values are cleared.

The result number is enclosed in bracket.

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4. The figure below shows a bent pipe with the external loading FA 228 lb, and M₁ = M₂ = 1 kip-ft. The force Fernal loading FA = 300 lb, FB: parallel to the y-axis, and and yc = 60°. = 125 lb, Fc = acts parallel to the x-z plane, the force FB acts Cartesian resultan Coordinate direction angles of Fc are ac = 120°, ẞc = 45°, a. Compute the resultant force vector of the given external loading and express it in EST form. b. Compute the resultant moment vector of the given external loading about the origin, O, and express it in Cartesian vector form. Use the vector method while computing the moments of forces. c. Compute the resultant moment vector of the given external loading about the line OA and express it in Cartesian vector form. :00 PM EST k ghoufran@buffaternal du 2 ft M₁ A 40° FA M2 C 18 in 1 ft Fc 25 houfran@bald.edu - Feb 19, 3 ft FB

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