Do not round intermedilate caleulations. Give your final answer6) to three signifieant figures. Two cylindrical rods,...
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.
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...
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. Each of the links AB and CD is made of aluminum (E 73 GPa) and has a cross-sectional area of 110 mm*. Knowing that they support the rigid member BC, determine the deflection of point E. 4 kN 0.44 m 0.42 m 0.19 m
Do not round intermediate calculations. Give your final answer(s) to three significant figures. A square yellow-brass bar must not stretch more than 4.6 mm when it is subjected to a tensile load. Knowing thatE -105 GPa and that the allowable tensile strength is 164 MPa, determine (a ) the maximum allowable length of the bar, (b) the required dimensions, in mm, of the cross section if the tensile load is 31 kN. (a) The maximum allowable length of the bar...
1. Two cylindrical 75 mm + 75 mm -+- 75 mm rods are bonded 20 KN together and rigidly affixed to 56 mm 100 kN' 35 mm the walls before the external loads - 20 KN are applied. Section AB is steel (Es = 200GPa) and section BC is brass (E. = 105 GPa). Find the reactive forces at the walls.
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Both portions of the rod ABC are made of an aluminum for which E -70 GPa. Knowing that the magnitude of P is 5 kN, determine (a) the value of Q so that the deflection at A is zero, (b) the corresponding deflection of B. 0.3 m 27-mm diameter 0 0.6.m 64-mm diameter (a) e- kN (b) δ Β
Do not round intermediate calculations. Give your final answer(s) to three significant figures. L Po 8.8 kN 940 mm Each of the five struts shown consists of a solid steelrod. (a) Knowing that the strut labeled Each of the five struts shown consists of a solid steel rod. (a) Knowing that the strut labeled (1) above is of a 20-mm diameter, determine the factor of safety with respect to buckling for the loading shown. RS. (b) Determine the diameter of...
Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240 mm2. Link CE is made of aluminium (E 72 GPa) and has a cross-sectional area of 300 mm2. Knowing that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.36 mm. (Round the final answer to two decimal places.) 995 mm A 150 mm E 225...