areas of bars BE, BF, and CF s-
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- An elevated jogging track is supported at intervals by a wood beam AB (L = 7.5 ft) that is pinned at A and supported by steel rod BC and a steel washer at B. Both the rod (dBC= 3/16 in.) and the washer (dB= 1.0 in.) were designed using a rod tension force of TBC=415 lb. The rod was sized using a factor of safely of 3 against reaching the ultimate stress tru— 60 ksi. An allowable bearing stress sba= 565 psi was used to size the washer at B. A small platform HF is suspended below a section of the elevated track to support some mechanical and electrical equipment. The equipment load is uniform load q = 50 lb/ft and concentrated load WE= 175 lb at mid-span of beam HF. The plan is to drill a hole through beam ABaX £land install the same rod (dBC) and washer) dB) at both D and F to support beam HF. (a) Use s and to check the proposed design for rod DF and washer d,: are they acceptable? (b) Re-check the normal tensile stress in rod BC and bearing stress at 8 if either is inadequate under the additional load from platform HF. Re-design them to meet the original design criteria.A sign for an automobile service station is supported by two aluminum poles of hollow circular cross section, as shown in the figure. The poles are being designed to resist a wind pressure of 75 lb/ft" against the full area of the sign. The dimensions of the poles and sign are hx= 20 ft, /r =5 ft, and h = 10 ft. To prevent buckling of the walls of the poles, the thickness e is specified as one-tenth the outside diameter d. (a) Determine the minimum required diameter of the poles based upon an allowable bending stress of 7500 psi in the aluminum. (b) Determine the minimum required diameter based upon an allowable shear stress of 300 psi.A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the figure. The diameter dBof the bar is 1/4 in., the diameter D Wof the washers is 7/8 in., and the thickness is of the fiberglass deck is 3/8 in. If the allowable shear stress in the fiberglass is 300 psi, and the allowable bearing pressure between the washer and the fiberglass is 550 psi, what is the allowable load P allowon the tie-down?
- A steam boiler is to have a 300 mm diameter hand placed hole on one end. If themaximum internal pressure is 1.3 MPa, how many 15 mm holes will be required to keepthe cover plate in position? The root diameter of a 15 mm bolt is 12 mm. The allowabletensile stress in the bolts is 100 MPa and the initial stress in the bolts when they aretightened is 600 MPa.Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 15 mm and an allowable normal stress of 115 MPa. Pipe (2) has an outside diameter of 58 mm, a wall thickness of 3 mm, and an allowable normal stress of 65 MPa. Assume x3 = 3.7 m, x2 = 1.5 m, and y; = 4.1 m, Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stresscircular cross-section belt pulley system supported by two bearings tensioning forces formed in belts in Shaft power transmission T11 = 8 kN, T12 = 2 kN, T21 = 8 kN and T22 = 2 kN. Pulley weights are 1 no.lu pulley for both pulleys W =6 kN. Each two pulley diameters d = 1,2 m dir. a = 0.2 m ve b = c = 0,4 m. Slip safety stress Jul = 70 MPa a-) Greatest shear stress (TRESCA) b-) The diameter of the shaft (d) according to the largest change in shape (VON MISES) criteriayou can find.
- For the truss given below, it is desired to determine the normal efforts that act on the members, so that, thus, possible constraints for its design are possible. Consider that at point A there is a second gender support; and at point D, a first-class support. As this is asked: what is the effort acting on bar AB? Is it guidance or assessment?Source: Hibbeler (2004, p. 588). HIBBELER, R. C. Resistance of Materials. 5. ed. Rio de Janeiro: Technical and Scientific Books Publisher, 2004. Question 1 options: a) A compression force of 100 kN acts on bar AB. B) A tensile effort of 100 kN acts on bar AB. c) A compressive force of 141.42 kN acts on bar AB. d) A compression force of 200 kN acts on bar AB. e) A tensile effort of 141.42 kN acts on bar AB.The figure shows a roof truss and the detail of the riveted connection at joint B. Using allowable stresses of τ= 70 MPa and σb= 140 MPa, how many 22-mm diameter rivets are required to fasten member BC to the gusset plate? Member BE? What is the largest average tensile or compressive stress in BC and BE? Say ABC = 864mm2; ABE = 1780mm2.The pin as shown in FIGURE G jointed assembly supports a billboard 3 m high x 4 m wide on each end. The total weight of the billboard is 30 kN. 1. Horizontal reaction at Aa. 16.76 kNb. 15.80 kNc. 18.35 kNd. 16.35 kN2. Stress in strut BCa. 91.67 MPab. 92.89 MPac. 94.56 MPad. 90.85 MPa3. If the strut AB were replaced by a 16 mmΦ steel cable. Determine the normal stressa. 91.67 MPab. 92.89 MPac. 90.7 MPad. 90.85 MPa
- A compressive load of 219 kN is resisted by a rectangular strut which has one side measuring 83 mm. If the stress in the strut is 164 909 kPa, what is the length of the other side of the strut?Please answer this NEATLY, COMPLETELY, and CORRECTLY for an UPVOTE. A 2 kip/ft distributed load is applied on member AB, which is supported by a pin at A and bar BC. The connections at points A and B are shown in detail. All pins have a diameter of 0.5 in while all members have cross-sectional dimensions of 1.5 x 1 in. Determine the following:a. maximum normal stress in member BC (ksi)b. normal and shear stress in a horizontal section across member BC apart from the pin (ksi)c. shear stress in pins A and B (ksi)d. maximum bearing stress on member AB (ksi)The schematic of a punch and die for punching washer isshown. Determine the force F needed to punch outwashers with thickness of 5mm, inside diameter of 15 mmand outside diameter of 25mm. The average shearstrength of the plate is 30 MPa and average compressivestress in the puncher is 65 MPa. Answer: F =___________________