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
Do not round intermediate calculations. Give your final answer(s) to three significant figures Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports atA and E. For the loading shown and knowing that Es - 200 GPa and E b -105 GPa, determine the deflection of point C. Dimensions in mm 120 120 160130 Steel B Brass 65 kN 50 kN 40-mm diam.30-mm diam.
Dimensions in mm 180- --120---100 100 Problem 1: Two cylindrical rods, one of steel (Ex = 200 GPa) and the other of brass (Eb = 105 GPa), are joined at C and restrained by rigid supports at A and E. For the loading shown, determine: (a) the reactions at A and E, (b) the deflection of point C. cl DE Brass Steel B. 760 KN 40KN 40-mm diam. 30-mm diam. Problem 2: A 15-mm-diameter rod made of an experimental plastic...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at.A and E. For the loading shown and knowing that Es200 GPa and E b 105 GPa, determine the deflection of point C. Dimensions in imm 110 110 190140 D E Steel B Brass 60 KN 45 kN 40-mm diam 30-mm diam.
2 KN 225 mm BF 550 mm 75 mm 100 mm Each of rods BD and CE is made of brass (E = 105 GPa) and has a cross-sectional area of 200 mm2. Determine the deflection of end A of the rigid member ABC caused by the 2-kN load. Enter your answer below with units. Show your work, with a box around your matching answer, on the paper in front of you.
Do not round intermedilate caleulations. Give your final answer6) to three signifieant figures. Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at4 and E. For the loading shown and knowing that E, -200 GPa and E, -105 GPa, determine the deflection of point C. Dimensions in mm 110 110 170 120 D E Brass 55 kN 35 kN 40-mm diam. 30-mm diam.
A rod consisting of two cylindrical portions AB and BC is restrained at both ends. Portion AB is made of steel (E, -200 GPa 17 c)and portion BC is made of brass (E,-105 GPa, b-20.9 x 10-6/C) Knowing that the rod is initially unstressed, determine the compressive force induced inABC when there is a temperature rise of 53 °C 30-mm diameter 200 mm 56-mm diameter 380 mm
A rod consist of two cylindrical portions AB and BC is restrained at both ends. Portion AB is made of steel with the following properties (Es 200 GPa, as 11.7 x 10 6/C) and portion BC is made of brass with the following properties (E, 105 GPa, a 20.9 x 10 6/°C). Determine the compressive force induced in ABC when there is a temperature rise of 50°C, knowing that the rod is initially unstressed 2. 30-mm diameter 250 mm
d2 \\\ А Brass B Aluminum Li L2 The two rods below are constrained between two rigid walls. AB is brass (Ep = 105 GPa, ab = 20.9 x 10 6 m/(m-°C)) and BC is aluminum (Eai = 72 GPa, dal = 23.9 x 10-6 m/(m:°C)). At T1 = 10.8°C, there is no stress in the rods. Determine the stress in the brass rod AB at T2 = 60.9°C. Use the following dimensions: dų = 65 mm d2 = 38...
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)...