complete solution Problem 2.22 Steel block with triaxial loading as shown,y2"3"For Steel,E = 29 x 10° Psiy = 0.3Loads: (Original Loading – Load are Uniformly Distributed Along Their Axis)F, = 48 Kips (T)F, = 60 Kips (C)F,= 54 Kips (T)Required: Determine the magnitude F, ' of the single uniformly distributed load in the x-direction that would produce the same deformation in the y-direction as the originalloading.Fy

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Answered: Problem 2.22 Steel block with triaxial…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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A rectangular steel block is 3 inches long in the x direction, 2 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as floows; 48 kips tension in the x directio, 60 kips compression in the y direction, and 54 kips tension in the z direction. If v = 0.30 and E = 29 x 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.
A rectangular steel block is 4 inches long in the x-direction, 6 inches long in the y-direction, and 3 inches long in the z-direction. The block is subjected to a tri-axial loading of three uniform distributed forces as follows: 55 kips compression in the x direction, 62 kips tension in the y direction, and 24 kips tension in the z direction. If the Poisson’s ration is 0.26 and E = 29 x 106 psi, determine the single uniform distributed load in the y direction that would produce the same deformation in the x direction as the original loading.
theory of elasticity
Q3: A steel rod is rigidly attached between an aluminum rod and a bronze rod as shown. Axial loads are applied at the positions indicated. Find the maximum value of P that will not exceed a stress in steel of 140 MPa, in aluminum of 90 MPa, or in bronze of 100 MPa. BRONZE = 500 mm² 4P STEEL A = 400 mm² 2.5 m 2.0 m ALUMINUM A = 200 mm² P 1.5 m 2 2P
A rectangular steel block is 3 inches long in the x direction, 2 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 48 kips tension in the x direction, 60 kips compression in the y direction, and 54 kips tension in the z direction. If the Poisson’ Ration is 0.30 and the modulus of elasticity is 29xksi, determine the deformations at each direction. Also, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.
A rectangular steel block is 4inches long in the x direction, 2inches long in the y direction, and 3inches long in the z direction. The block is subjected to triaxial loading of three uniformly distributed forces as follows: 50kips tension in the x direction, 65kips compression in the y direction, and 55kips tension in the z direction. If v=0.30 and E=29x10^6 psi. a. What is the total elongation in the x-direction? b. What is the total elongation in the y-direction? c. What is the total elongation in the z-direction? d. Single Uniformly Distributed Load in the x-direction that would produce the same deformation in the z-direction as the original loading -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.
Examine the rod below. It is fixed into a wall at the left hand end. From the wall to point B is 200mm. BC is 200mm long and CD is 200mm long. (Centreline to centreline distances). Point A lies on the positive Y-axis on a cross section halfway along BC. Three forces are applied at D. P=221.6, your individual load, is parallel to the z-axis. 400N is parallel to the y-axis and 200N is parallel to the x axis. The rod is a tube with an 80mm outer diameter and a wall thickness of 5mm. What is the net sigma (s) and the net tau (t) at Point A? Show all your working. Make sure you clearly indicate the direction/sign of each stress you calculate.
Yo 80 mm Х Zo d = 20 mm 120 mm 40 mm P= 1.0 kN Figure 2
1. Three vertical wires each 4.5m long hang in the same vertical plane from a horizontal ceiling and carry a mass of 203.9 kg between them at their lower ends. The two outside wires are steel and are 4mm in diameter and the middle wire is brass and has a diameter of 5mm. Find (i) the stress in each wire (ii) the load in Newtons carried by each wire and (iii) the elongation /stretch given E for steel is 200GPa and E for brass 100GPa
A simplified model of a basketball hoop is shown. During a basket dunk a player hangs from the rim applying a force of 320 lbs including a dynamic load factor. The stand is a square tube with 5 inches outside length and 0.25 inches thickness. The distance from the edge of the rim to the middle of the square tube is 4 ft. Assuming the model is rigid, the normal stress at point A is most closely equal to: a. 1284 psi b. 1248 psi c. 1212 psi d. 36 psi A
Fig. (6)
The triangular block shown in the figure is subjected to the loads P = 1600 lb. and F = 600 lb. If AB = 8 in and BC = 6 in., resolve each load into components normal and tangential to AC.

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