2013 Michael Swanbom ------- Dimensions: 0.72 in 0.62 in Problem Statement: The convex curved boundary of...
(2 points) composite S T H 01
Dimensions:
a
r
4.5 in
2.57 in
Problem Statement:
The convex curved boundary of the shape shown is a portion of a
circle centered at the origin. The concave curved boundary is a
half-circle. Given the dimensions above, find:
∙∙ the x location of the centroid of the shape, and,
∙∙ the y location of the centroid of the shape
Answers:
xcentroid =
ycentroid =
be sure to include units with your answers...
2013 Michael Swanbom 08 O Cross Section Dimensions 106 cm 25 cm 32 mm 33 mm Problem Statement A cantilever beam has a cross-section shaped as a sector of a circle. It is supported at A and loaded with a concentrated load of F 870 N and a concentrated moment of M = 361 N*m. The dimensions of the beam are given in the table above. Find the normal stresses at points D, E, and G in the cross-section, at...
(16 points) Difficulty (4/5) 2013 Michael Swanbom 2 A beam is loaded and supported as shown, with F1 = 2270 lb, F2 = 2240 lb, M = 8390 ft"lb, and w = 1010 lb/ft. The dimensions on the figure are a - 5 ft, b - 13.2 ft,and c 4.7 ft. Develop expressions that describe the shearing forces and bending moments in the beam as functions of x Reactions: include units with your answers for reactions Functions: Interval 0 <x<...
2013 Michael Swanbom CCOO abcd hi ha 2.44 in 4.6 in 0.74 in 14.7 in 4.11 in 9.4 in A certain type of piping system uses deformable rings to clamp pipes onto fittings. A crimping tool that is used to make these connections is shown here. Find the forces indicated in the table below when a force of F = 52 lb is applied to the handles as shown. Assume that the crimp ring exerts purely vertical forces on the...
(1 point) Difficulty (4/5) HOW U EC THEM DOGS? 2013 C@SO Michael Swanbom BY NC SA A truss structure is used to hang signs at an entrance to a stadium. The locations of the centers of gravity of the signs are given by dimensions c and d. Find the forces and stresses carried in the members indicated in the table below, as well as the changes in length of those members. Dimensions, weights, and cross-sectional areas are given below. The...
onntgveled 2 member 01 0 Dimensions: 9.6 ft 15.2ft Problem Statement: The truss shown is loaded with a force of F=2.6 kip at an angle of 6-26. Answers: Determine the forces carried in members AM, DE, and ? DE Tu be sure to include units with your answers
Cross section at the wall Problem Statement: Consider a round beam of diameter d= 25 mm, length L = 10 mm, cantilevered (clamped) to the wall (as shown in the figure), loaded by P=5.5 kN. Further pay attention to points A, B, and C (half way between A and B) in the cross section at the wall, where the bending moment is maximum. Hint: The location of the centroid of half a circle can be found in Table A-18. Hint:...
Can someone please provide
neat, correct work. Experts only please.
Thank you
I 2 in 11 in in Problem Statement The shaft shown is rotating under loads F1 : 1 8.F2= 1.9 klbf. Dimensions are c 8, e 8.g 8.h-10, 10 n = 3 in. All fillets have l 16 radius. The critical location is at x= 10.5 point Q where the moment is high, the diameter small, and the fillet causes a stress concentration. The material is cold drawn...
Consider a cylindrical capacitor like that shown in Fig. 24.6. Let d = rb − ra be the spacing between the inner and outer conductors. (a) Let the radii of the two conductors be only slightly different, so that d << ra. Show that the result derived in Example 24.4 (Section 24.1) for the capacitance of a cylindrical capacitor then reduces to Eq. (24.2), the equation for the capacitance of a parallel-plate capacitor, with A being the surface area of...