Part 1(a)
part 2 out of 3 (b)
stepe rounded to four siguificant figures. Give your final anuwer() to three significant figures. Write your...
steps rounded to four significant figures. Give your final answer(s) to three significant figures For the area shown, use composite shapes to determine the x and y positions of the centroid. 10 mm 10 mm 50 mm 10 mm 25 mm 110 mm
Homework No. 24 oblem 10.51 5 of 5 Consider the beam shown in (Figure 1). Suppose that a= 130 mm, b= 35 mm, and r=190 mm Part A axis passing Determine the moment of inertia for the beam's cross-sectional area about the through the centroid C of the cross section Express your answer to three significant figures and include the appropriate units. LValue Units Submit Request Answer < Return to Assignment Provide Feedback gure 1of1 ? 45°
Take that a (Figure 1) 50 mm Part A Determine the distance to the centroid of the beam's cross-sectional area Express your answer to three significant figures and include the appropriate units z= | Value | Units | Submit Request Answer Part B Find the moment of inertia about the y axis. Express your answer to three significant figures and include the appropriate units LA IValue Units Figure 1 of 1 Submit Request Answer < Return to Assignment Provide Feedback
Do not round intermediate calculations; however, for display purposes report intermediate steps rounded to four significant figures. Give your final answer(s) to four significant figures. For the slider-crank mechanism shown, let R 23 mm, L 75 mm, and H 35 mm. If θ 1,700 rpm, determine the angular velocity of the connecting rod AB and the speed ofthe slider B for θ-90°. L. ac radis AB m/s Do not round intermediate calculations; however, for display purposes report intermediate steps rounded...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. The 5.2 × 10.4-in. timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticity for wood is 1.8 × 106 psi and for steel 29 x 106 psi. Knowing that the beam is bent about a horizontal axis by a couple moment ol50 kip in. determine the maximum stress in the wood. 5.2 in 04 in 4.1 × ½ in....
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Determine the plastie moment Mp of a steel beam of the eross section shown, assuming the steel to be elastoplastic with a yield strength of250 MPa 48 mm 28 mm 10 mm 12 mm 28 mm м, kN m
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Knowing that the allowable stress for the beam shown is 95 MPa, determine the allowable bending moment M when the radius r of the fillets is (a) 12 mm, (b) 18 mm. 8 mm 120 mm 60 mm SM 28 24 K 20 12 14 1.02 1.2 0 005 010 015 0.2 0.25 03 (a) M (b) M = N m N·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...
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
Express your answer using three significant figures. Replace the force system by an equivalent resultant force and couple moment at point O. Suppose that F1 390 N and F2700 N. (Figure 1) measured counterclockwise from the negative x axis θ= 88.7 Correct Part C Determine the equivalent resultant couple moment about point O Figure Express your answer to three significant figures and include the appropriate units. Enter positive v counterclockwise and negative value if the moment is clockwise < 1of1...