Determine the deformation on A. The diameters of each segment are shown on the picture. Consider E = 200 GPa.
Determine the deformation on A. The diameters of each segment are shown on the picture. Consider...
9.18 Two solid cylindrical rods are joined at B and loaded as shown AB is made of steel (E = 200 GPa) and rod BC of brass (E = 1 GPa). Determine (a) the total deformation of the composite rod ARC (b) the deflection of point B. P = 30 KN + 30 mm 250 mm 40 KN 300 mm -50 mm Fig. P9.18
Example 3: Indeterminate Find the stress in each segment of the aluminum stepped bar shown here. How much does point B move when the load is applied? Dimensions are in mm. Use E 70 GPa 50 Ф30 10 kN 200 300
Part A Determine the displacement of end A with respect to and D if the diameters of each segment are dam = 19 mm, dec = 26 mm, dcp = 14 mm. Take Ec= 126 GPa. the case contraction and positive Express your answer to three significant figures and include the appropriate units. Enter negative value value in the case of elongation. ? Value Units 225 The copper shaft is subjected to the axial loads shown in (Figure 1). Figure...
(30%) 2. A hollow circular steel member with outside and inside diameters 150 mm and 120 mm and wall thickness 15 mm functions as a pin-ended column 4 m long. Determine the maximum load the column can carry if the load has a known eccentricity of 20 mm, as shown in Fig. 2. Use the allowable stress method and let E = 200 GPa and o, = 250 MPa 20 mm
Q-3 For the beam and loading shown, determine (a) the slope at end A, (b) the deflection at point C. Use E = 200 GPa. I r 6.87, io'--' · '.g7s/o''-, 20 kN 12 kN/ w150 × 13.5 0.8 m 0.4 m im
Axial (Normal) Stress, Strain and Deformation The system is loaded and supported as shown. The system is made of Brass, E, 98.9 GPa, is a solid shaft and has a diameter of d 27 mm. 9 kN 10 kN A D B 6 kN E 15 kN 9 kN 10 kN + En: 2010) 629) 145 mm 85 mm 50 mm 60 mm See hon in cd P tol15 P-a3 -33-0.056 T-P/A Calculate the axial normal stress in section CD,...
2. The solid steel shaft shown in the picture below has a diameter of 20 mm. If it is subjected to the two torques, determine the reactions at the fixed supports A and B. (E = 200 GPa, G = 60 GPa) А 500 N·m D 0.3 m 200 N·m 1.5 m B 0.2 m
QUESTION 1 Two solid cylindrical rods are joined at B and loaded as shown in figure )below. Rod AlB is made of steel -300 GPa) and rod BC of beras OP105 GPa) Amwer P= 30kN 30 250 mm OLN Figure (1) KN,(2.0 points) The axial load in segment AB is 녹 -30 70 QUESTION 2 The deformatioa6,/, is mm. (CLOO 0.0 points) 0 530 0.836 0053 QUESTION3 The axial load in segment BC is … kN. (CLO 1) (2.0 points)...
Using Finite Element with a minimum of 3 elements (Penalty Approach). For the beam and loading shown, determine (a) the slope at the end A, (b) the deflection at point C. Use E= 200 GPa And I = 6.83 x 106 mm4 or the beam and loading shown, determine (a) the slope at end A, (6) the deflection at point C. Use E 200 GPa and I -6.83 x 10+6mm4 Use FEM with a minimum of 3 elements(Penalty Approach). 20...
Theory of Structures Determine ALL the SUPPORT REACTIONS and determine the forces in each member of the truss shown. Redundant/s can be freely chosen based on preference 100 KN 100 KN (4000 mm) 75 kN — D (5000 mm) (4000 mm) (4000 mm) 3 m (5000 mm) (4000 mm) 4 m E = 200 GPa