A round brass bar of diameter d1 = 20 mm has upset ends of diameter d2= 26 mm (see figure). The lengths of the segments of the bar are L1 = 0.3 m and L2 = 0.1 m. Quarter-circular fillets are used at the shoulders of the bar, and the modulus of elasticity of the brass is E = 100 GPa. If the bar lengthens by 0.12 mm under a tensile load P, what is the maximum stress omax in the bar?
Q: Figure In the figure shown, a bar ABC with negligible mass carries a 20 kN load and is supported by…
A: the allowable shear stress of the pin in not given to get the diameter of the pin.please put the…
Q: A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400…
A: Given data: ◆ The properties of polypropylene bar (1): Young's modulus: E1 = 6200 MPa…
Q: A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [ E = 1,400…
A: GIVEN DATA- Two bar connected at flange B For bar 1 A1=990mm2 , L1=1600mm , E1=6200MPa For bar 2…
Q: 5. A rigid bar AB of length L = 66 in. is hinged to a support at A and supported by two vertical…
A:
Q: A hollow, brass circular pipe ABC (see figure) supports a load P1=26.5kips acting at the top. A…
A: *According to hooks law , Stress = E * strain , where E is modulus of elasticity . * Poisson…
Q: A circular post, a rectangular post, and a post of cruciform cross section are each compressed by…
A: Given: Diameter and the depth of rectangular and cruciform post=d Load acting at corner of the each…
Q: Determine the maximum tensile stress σt , maximum compressive stress σc, and maximum shear stress…
A:
Q: A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400…
A:
Q: ON 3 A brass rod AD (see figure) has a cross-sectional area of A- 250 mm' and is loaded by forces P…
A: Given: Cross sectional area of the rod AD is A=250 mm2 and forces acting are P1=15 KN, P2=10 KN and…
Q: 0.4 m y 0.2 m 0.3 m 0.6 m 5 m EFG kirişinin enine kesiti В 0.25 m 1200 N Q2) As shown in the figure,…
A: Given: The width of the cross-section, b = 25 mm The height of the cross-section, h = 50 mm The…
Q: Two steel tubes are joined at B by four pins (d p =11mm), as shown in the cross section a–a in the…
A: Given: d p =11mm tAB = 6.5 mm tBC = 7.5 mm In tension σY = 200 MPa σU =340 MPa To determine: the…
Q: H.W.1: A steel bar 6 m long is 5 cm in diameter for 3m of its length and 2.5 cm in diameter for the…
A:
Q: A square steel tube of a length L = 20 ftand width b2 =10.0 in. is hoisted by a crane (see…
A: L=20ftb2=10.0inb1=8.5inb2=10.0inAllowable shear stress=ζall=8700psiAllowable bearing…
Q: 4. Given a 1D elasticity problem shown in (a) of the figure below. The bar is constrained at both…
A: Given Databar are constraints at both endsA-CA=0.1m2B-CA=0.05x-2m2E=2×107N/m2b=5N/mFor udlP=5×1=5N
Q: A rigid steel plate is supported by three posts of high-strength concrete each having an effective…
A: GivenA=40000mm2L=2ms=1mmE=30Gpaσallow=20MPa
Q: 0.4 m 0.2 m y 0.3 m 0.6 m HF .5 m EFG kirişinin enine kesiti B 0.25 m 1200 N Q2) As shown in the…
A: Given: The weight carried by structure, W = 1200 N The width of the cross-section, b = 25 mm The…
Q: A two-step bar subjected to loading condition as shown in below figure is fixed at one end and the…
A:
Q: The upper deck of a footballs stadium is supported by braces, each of which transfers a load P = 700…
A:
Q: 2.4-1 The assembly shown in the figure consists of a brass core (diameter d, = 0.25 in.) surrounded…
A: given data:-diameter of brass, d1=0.25in=0.00635m⇒Cross-sectional area of brass,…
Q: 1) Three-bar truss ABC as shown in figure is constructed of steel pipes having a cross-sectional…
A: Given data: The cross sectional area is A=3500 mm2 The modulus of elasticity is E=210 GPa The load…
Q: 2.16 A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in…
A: Answer: The maximum allowable value of load P is 18 kN.
Q: The frame found in the figure is at 6.0 kN/m and P = 19.0 kN. All the bars of the frame have…
A: A consistently disseminated load (UDL) is a heap that is appropriated or spread across the entire…
Q: 2.3-3 A steel bar AD (see figure) has a cross-sectional area of 0.40 in.² and is loaded by forces P,…
A:
Q: Two bars of rectangular cross section (thickness t=15 mm) are connected by a bolt in the manner…
A: Permissible stress is stress which produces due to pressure or forces which does not exceed the…
Q: Three uniform cross-section rods, two of material A and one of material B, transmit the tensile…
A:
Q: Two flat bars loaded in tension by forces P are spliced using two rectangular splice plates and two…
A: The allowable value of load P is 6.14 kips.
Q: Bronze rod has
A: 0.5 inches=0.0127 mts 1 inch =0.0254 mts 0.75 inches = 0.01905 mts Ebr1= 103421.386 MPaEAl2…
Q: Don't waste time by submiting Wrong answer.
A: Option c is the correct answer.
Q: A horizontal load Pis applied to an assembly consisting of two inclined bars, as shown in the…
A:
Q: A horizontal load Pis applied to an assembly consisting of two inclined bars, as shown in the…
A:
Q: The rigid beam BC shown in the figure is supported by rods (1) and (2) that have cross-sectional…
A: Given:A1=175 mm2A2=300 mm2w=16 KN/mL=2.8 ma=1.7 m
Q: 2.4-23 A trimetallic bar is uniformly compressed by an axial force P = 9 kips applied through a…
A:
Q: A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400…
A: GIVEN DATA- Two bar given connected at B by flange For bar 1 , A1=1070mm2 , L1=1380mm , E1=6200MPa…
Q: *2.2-12 The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by…
A:
Q: In the figure, the horizontal rigid beam ABCD is supported by vertical bars (1) and (2) and is…
A:
Q: The upper deck of a football stadium is supportedby braces, each of which transfers a load P = 160…
A: Given:Load transfer to base of column=P=160kipsForce on each flange,Pf=160kips4=40 kipsThickness of…
Q: A solid steel bar of diameter d1= 25.0 mm is enclosed by a steel tube of outer diameter d3= 37.5 mm…
A: Torsion When object is subjected to torque then object gets twisted and that is called as torsion.…
Q: A solid steel bar of diameter d, = 45.0 mm is enclosed by a steel tube of outer diameter dz = 52.5…
A: As per given question we have determine following subpart a, b, c
Q: *2.5-11 A rigid triangular frame is pivoted at C and held by two identical horizontal wires at…
A:
Q: H.W/ A trimetallic bar is uniformly compressed by an axial force P = 40 KN applied through a rigid…
A: Given: P=40 kNDsteel=31.75 mmDbrass=44.75 mmdbrass=31.75 mmDcopper=57.15 mmdcopper=44.75…
Q: The rigid beam BC shown in the figure is supported by rods (1) and (2) that have cross-sectional…
A: according the the given figure
Q: olid steel bar of diameter di = 1.4 in. is enclosed by a steel tube of outer diameter dz = 2.25 in.…
A:
Q: A flat bar of rectangular cross section, length L, and constant thickness tis subjected to tension…
A:
Q: The flat bar shown in the figure is subjected to tensile forces P = 3000 lb. The bar has thickness t…
A: In the question, there is a fillet of some radius is given in the bar. Thus there will be a factor…
Q: Q2: A bar of steel, having a rectangular cross-section of 7.5 cm by 2.5 cm (see figure below),…
A: Given data: Width of bar, w = 7.5 cm. Height of the bar, h = 2.5 cm. Length of the bar, L = 100 cm.…
Q: A flat bar of width b= 60 mm and thickness t is loaded in tension by a force P (see figure). The bar…
A:
Q: A steel pipe (1) is attached to an aluminum pipe (2) at flange B. Both steel pipe (1) and aluminum…
A: Given, Cross sectional Area of the pipes, A1=3600 mm2A2=2000 mm2 Lengths, L1=1.8m and L2=1.4m…
Q: when a vertical P load is applied from the D end, the elongation amount in the CE rod will be the…
A:
Q: The pin-connected structure shown in the figure consists of a rigid beam ABCD and two supporting…
A: (a) Draw a free-body diagram of the beam.
Please solve this one
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 1 images
- Around brass bar of a diameter d1= 20mm has upset ends each with a diameter d2= 26 mm (see figure). The lengths of the segments of the bar are L1= 0.3 m and L2= 0.1 m. Quarter-circular fillets are used at the shoulders of the bar, and the modulus of elasticity of the brass is E = 100 GPa. If the bar lengthens by 0.12 mm under a tensile load P, what is the maximum stress ??maxin the bar?-11 A solid steel bar (G = 11.8 X 106 psi ) of diameter d = 2,0 in. is subjected to torques T = 8.0 kip-in. acting in the directions shown in the figure. Determine the maximum shear, tensile, and compressive stresses in the bar and show these stresses on sketches of properly oriented stress elements. Determine the corresponding maximum strains (shear, tensile, and compressive) in the bar and show these strains on sketches of the deformed elements.A tubular bar with outside diameterd2= 4.0 in, is twisted by torques T = 70,0 kip-in. (see figure). Under the action of these torques, the maximum tensile stress in the bar is found to be 6400 psi. Determine the inside diameter rtf of the bar. If the bar has length L = 48.0 in. and is made of aluminum with shear modulus G = 4,0 × 106 psi, what is the angle of twist d (in degrees) between the ends of the bar? (c) Determine the maximum shear strain y (in radians)?
- The length of the end segments of the bar (see figure) is 20 in. and the length of the prismatic middle segment is 50 in. Also, the diameters at cross sections A. B, C, and D are 0.5, 1.0, 1.0, and 0.5 in., respectively, and the modulus of elasticity is 18 ,000 ksi. (a) Calculate the elongation of a copper bar of solid circular cross section with tapered ends when it is stretched by axial loads of magnitude 3.0 kips (see figure). (b) If the total elongation of the bar cannot exceed 0.025 in., what are the required diameters at B and C? Assume that diameters at A and D remain at 0.5 in.A bimetallic bar (or composite bar) of square cross sec lion with dimensions 2b X lb is construe ted of two different metals having module of elasticity E2and E2(see figure). The two parts of the bar have the same cross-sectional dimensions. The bar is compressed by forces P acting through rigid end plates. T h e line of action of t he loads has an eccentricity e of such magnitude that each part of the bar is stressed uniformly in compression. (a) Determine the axial forces Ptand P2in the two parts of the bar. (b} Determine the eccentricity e of the loads. (c) Determine the ratio C|/tr2 of the stresses in the two parts of the bar.Solve the preceding problem for the following data: diameter LO m, thickness 48 mm, pressure 22 MPa, modulus 210 GPa. and Poisson's ratio 0.29
- A flat brass bar has length L, constant thickness t, and a rectangular cross section whose width varies linearly between b2at the fixed support to b1at the free end (see figure). Assume that the taper of the bar is small. The bar has modulus of elasticity E. Calculate the displacements ??Band ??cif P = 200 kN, L = 2 m, t = 20 mm, b, = 100 mm, b, = 115 mm, and E = 96 GPa.Solve the preceding problem for a W 200 × 41,7 shape with h = 166 mm, h = 205 mm. rw = 7.24 mm, tE= ILS mm,andV = 38 kN.A round bar ABC of length 2L (see figure) rotates about an axis through the midpoint C with constant angular speed w (radians per second). The material of the bar has weight density y. (a) Derive a formula for the tensile stress a’ in the bar as a function of the distance x from the midpoint C. (b) What is the maximum tensile stress a max?
- A uniformly tapered lube AB of circular cross section and length L is shown in the figure. The average diameters at the ends are dAand d£= 2d t. Assume E is constant. Find the elongation S of the tube when it is subjected to loads P acting at the ends. Use the following numerical data:^ = 35 mm, L = WO mm, E = 2.1 GPa. and P = 25 tN. Consider the following cases. (a) A hole of constant diameter dAis drilled from B toward A to form a hollow section of length x - U2. (b) A hole of variable diameter a\.x) is drilled, from B toward A to form a hollow section of length x = L/2 and constant thickness t = dA/20.A cylindrical pressure vessel having a radius r = 14 in. and wall thickness t = 0,5 in, is subjected to internal pressure p = 375 psi, In addition, a torque T = 90 kip-ft acts at each end of the cylinder (see figure), (a) Determine the maximum tensile stress ctniXand the maximum in-plane shear stress Tmjv in the wall of the cylinder. (b) If the allowable in-plane shear stress is 4.5 ksi, what is the maximum allowable torque T\ (c) If 7 = 150 kip-ft and allowable in-plane shear and allowable normal stresses are 4.5 ksi and 11.5 ksi, respectively, what is the minimum required wall thicknessA hollow circular tube T of a length L = 15 in. is uniformly compressed by a force P acting through a rigid plate (see figure). The outside and inside diameters of the tube are 3.0 and 2.75 in., respectively. A concentric solid circular bar B of 1.5 in. diameter is mounted inside the lube. When no load is present, there is a clearance c = 0.0I0 in. between the bar B and the rigid plate. Both bar and tube are made of steel having an c[autoplastic stress-strain diagram with E = 29 X LO3 ksi and err= 36 ksi. (a) Determine the yield load Pt- and the corresponding shortening 3yof the lube. (b) Determine the plastic load Ppand the corresponding shortening Spof the tube. (c) Construct a load-displacement diagram showing the load Pas ordinate and the shortening 5 of the tube as abscissa. Hint: The load-displacement diagram is not a single straight line in the region 0 ^ P ^ Pr