Determine the maximum shear force in kN in the figure below. 10 kN/m 25 kN • m A E B |C D 1 m 1m 3 m 2 m
Q: A rod of a variable cross-section shown in the following figure is subjected to two axial forces.…
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Q: A material having a shear modulus G, is deformed under a pure shear stress as shown in the following…
A: Given, a= 2mm, b= 100 mm and G = 25 GPa
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A: Given Data:- E=300Gpa μ=0.25 To Find:- 1) Stresses in each direction 2) Strains in each direction 3)…
Q: Consider the figure shown below: Ay - 300 mm The undeformed length of the bar is 300 mm. It is…
A: Given is Length of the bar = 300 mm
Q: A steel (E = 200 GPa) rod ABC is applied by the axial load as shown in Figure Q2(c). The diameter of…
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Q: a. A steel rod of 1 cm in diameter projects (4+R) cm from the wall as shown in figure 1. If the rod…
A: Givend=1cm=0.01mL=4+R∆L=0.222G=R+8.27×1010PaAskedF=?
Q: As shown in the figure below, determine the internal loadings at point C. В 0.1' m 0.5 m A -0.75 m…
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Q: Consider a wooden block acted upon by force P = 5.00 kN. The value of the shear/tangential force…
A: Given data, P= 5 kN θ= 30° We need to find tangential force.
Q: A 7.50 cm high annular copper cylinder with an inner radius of 2.00 cm and outer radius cm of 3.75…
A: Given data: L=7.5 cm=75 mm Inner Radius ri=2 cm=20 mm Outer Radius ro=3.75 cm=37.5 mm Tangential…
Q: Q3: A wire 10m long of cross section area 1.22 cm? elongates by 1.5 cm when 4.5 kg is suspended from…
A: Given data length of wire (L) = 10 m cross sectional area (A) = 1.22 cm2 = 122 mm2 Deflection (δ)…
Q: Figure 1: y P = 400 kN 30° 1000 mm A Area 30 mm 20 mm In Figure 1, the equilibrium shear force…
A: Given data :- force = 400KN find the shear force at point A.
Q: Determine the maximum shear force in kN in the figure below. 16 kN | 4 kN/m 20 kN 2 kN/m A D
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Q: Q3: A shaft made of 40 C 8 steel is used to drive a machine. It rotates at 1500 r.p.m. The pulleys…
A: A torque, or moment of a force, is a measurement of a force's proclivity to cause a body to rotate.…
Q: 800 N 600 N 1200 N · m A В 1 m- -1 m 1 m- -1 m- VW) V1 3 -xon) V2 V3 What is the shear force value…
A: The answer to the above question is V1 = 450 N. option (c) The sign convention for the shear force…
Q: As shown in the figure below, determine the internal loadings at point C. В 0.1 m 0.5 m A -0.75 m…
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Q: A steel wire having cross section area 2 mm2 is stretched by 10 N. Find the lateral strain produced…
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Q: A steel shaft 'A' of diameter 'd' and length 'I' is subjected to a torque T Another shaft 'B' made…
A: Normal stress is defined as the intensity of force exerted over a unit cross sectional area which…
Q: a. A steel rod of 1 cm in diameter projects (4+R) cm from the wall as shown in figure 1. If the rod…
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Q: 1 (c) Determine the maximum shear stress for the member shown in figure below. The lengths and…
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Q: For the top (level n-n) of the web in Figure Q1.12 the shear stress due to a shear force V in the…
A: Given: Find the First moment of the area above n-n about the neutral axis.
Q: a. A steel rod of 1 cm in diameter projects (4+R) cm from the wall as shown in figure 1. If the rod…
A: Write the given data: Understand the following figure for the given beam.
Q: A material having a shear modulus G, is deformed under a pure shear stress as shown in the following…
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Q: 1. A solid bar of circular cross section has a diameter of 40mm and length of 1300mm. G=80GPa and…
A: This question is related with the pure torsion equation.
Q: Q1) Bar (1) of length 2.8 m and bar (2) of length 0.73 m are fixed at ends A and C. There is a A =…
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Q: Determine the maximum shear force in kN in the figure below. 30 kN 140 kN • m A D В C +2 m- 3 m 2 m→
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Q: P1. A uniformly tapering circular rod is subjected to load as shown in the figure . Determine the…
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Q: Q3. Using the stress-strain diagram shown in the figure below, determine the following A. The yield…
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Q: Bar (1) has a length of L1 = 2.4 m, and bar (2) has a length of L2 = 0.63 m. Initially, there is a…
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Q: H.W.8 When an axial load is applied to the ends of the two- segment rod shown in Figure P2.1, the…
A: Given:- ε2=2075 μm/m a=1.2m b=2.8m To find:- (a) Elongation of segment(2) (b) Strain in segment (1)
Q: 1: The forces as given below are applied as shown in the figure. Fi=10 kN, F2=5 kN and F3=3 kN. The…
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Q: Determine the maximum shear force in kN in the figure below. 2 kN/m B A C 5 kN 4 m 2 m O -10 O 10 O…
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Q: The Force shown in the figure is F = 30i +40 j–120k N F D 4 m
A: Given F=30i×40j-120-k N
Q: A wire of diameter 0.86 mm and length 1.5 m has a force of 160 N applied, extending it by 5.2 mm.…
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Q: 2. Two steel cables support an applied load of 100 kN as shown in the figure below. Determine the…
A: Given-Data:- P=100KN To- Find:- a) The deformation of member AC and BC b)The vertical and horizontal…
Q: from the shear stresses data above, DRAW THE SHEAR STRESS DISTRIBUTION DIAGRAM at each point of the…
A: Find the shear stress at each point and shear stress distribution.
Q: H.W.10 Rigid bar ABCD is supported by two bars as shown in Figure P2.7. There is no strain in the…
A: It is given that the Bar is rigid, thus the bar before and after loading will remain straight. To…
Q: For the system shown in Figure, Maximum shear force is:* 50KN 2kN/m A C 1m 4m
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Q: 50 kN 250 mm 10 500 mm 1450 3 100 kNm 4 8. 7 6 The area of each boom is 150 mm2 and the thickness of…
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Q: Q3: A wire 10m long of cross section area 1.22 cm? elongates by 1.5 cm when 4.5 kg is sUspended from…
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Q: The area of the upper face of a rectangular block is .5mx.5m The lower face is fixed. The height of…
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Q: Determine the maximum shear force in kN in the figure below. 2 kN/m B C A 4 m 2 m 5 kN
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Q: P2.12 (WP A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q…
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Q: 2. Two steel cables support an applied load of 100 kN as shown in the figure below. Determine the…
A: Given-Data:- Load=100KN To-Find:- a) The deformation of member AC and BC b) The vertical and…
Q: The copper shaft (G= 44 GPa) is bonded to A the aluminum shaft (G= 26 GPa) at B point and their…
A: Given, Modulus of rigidity of copper,G=44GPaModulus of rigidity of aluminium,G=26GPaLength of AB,…
Q: Ropes J, K, and L with their ends attached to each other as shown supports a downward force Q=100N.…
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Q: An enormous and expensive artwork with mass 42.8 kg is mounted on a wall with four heavy-duty steel…
A: (a) The shear stress on the bolts is 5.35 × 106 N/m2. (b) The resulting vertical deflection of the…
Q: of length lo = 5.0 m and stiffness k= 50 N/m is inside 13. A ight a fixed box with a small portion…
A: The initial length of the chord, lo = 5.0 m The stiffness of the chord, k = 50 N/m The length of the…
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- Solve the preceding problem (W 250 × 44.8) if the resultant force P equals 110 kN and E = 200 GPa.A flexible connection consisting of rubber pads (thickness f = 9 mm) bonded to steel plates is shown in the figure. The pads are 160 mm long and SO mm wide. (a) Find the average shear strain yaiTi in the rubber if the force P = 16 kN and the shear modulus for the rubber is G = 1250 kPa. (b) Find the relative horizontal displacement 3 between the interior plate and the outer plates.Repeat the preceding problem using sx= 5.5 MPa. ??y= 4 MPa. and txy= 3.2 MPa.
- The state of stress on an element of material is shown in the figure. Calculate the unit volume change of the element if the stresses x and y. are -20 ksi and 10 ksi, respectively. Assume E = 10,600 ksi and v = 0.33.Solve the preceding problem if the normal and shear stresses acting on element B are 56 MPa, 17 MPa, and 27 MPa (in the directions shown in the figure) and the angle is 40° (clockwise).A punch for making a slotted hole in ID cards is shown in the figure part a. Assume that the hole produced by the punch can be described as a rectangle (12 mm X 3 mm) with two half circles (r = 1.5 mm) on the left and the right sides. If P = 10 N and the thickness of the ID card is 1 mm, what is the average shear stress in the card?
- A prismatic bar in tension has a length L = 2.0 m and cross-sectional area A =249 mn2. The material of the bar has the stress-strain curve shown in the figure. Determi ne t he elongation 5 of the bar for each of the following axial loads: P = 10 kN, 20 kN, 30 kN, 40 kN. and 45 kN. From these results, plot a diagram of load P versus elongation 5 (load-displacement diagram).During a test of an airplane wing, the strain gage readings from a 45° rosette (see figure) are as follows: gage A, 520 × l0-6; gage B. 360 × l0-6; and gage C,-80 × 10-6. Determine the principal strains and maximum shear strains, and show them on sketches of properly oriented elements..17 A mountain-bike rider going uphill applies torque T = Fd(F = l5lb, d = 4 in.) to the end of the handlebars ABCD by pulling on the handlebar extenders DE. Consider the right half of the handlebar assembly only (assume the bars are fixed at the fork at A). Segments AB and CD are prismatic with lengths L, = 2 in.andL3 = 8.5 in, and with outer diameters and thicknesses d01 = 1.25 in. 101 = 0.125 in. and d03 = O.87in.,i03 = 0.ll5in, respectively as shown. Segment BC’ of length L, = 1.2 in. however. is tapered, and outer diameter and thickness vary linearly between dimensions at B and C. Consider torsion effects only. Assume G = 4000 ksi is constant. Derive an integral expression for the angle of twist of half of the handlebar tube when it is subjected to torque T = Fd acting at the end. Evaluate ‘b1-, for the given numerical1ues.
- Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions at the wall of the cantilever are provided. L1= 14.00 ft L2 = 7.75 ft Vc = 87.00 kips Mc = 621.875 kip-ft 20 kips 70 kips 12 kips/ft 6 kips/ft Mc A В L1 L2 99.00 kips O 110.00 kips O 75.00 kips O 64.00 kips O 87.00 kipsQuestion 62 Determine the maximum shear force in kN in the figure below. 2 kN/m А 5 kN 4 m 2 m -10 O 10 O-5 O 5Use the method of SECTIONS to find the true magnitude and direction in bar HG of the truss shown below in Fig 3.5 -500lb -100lb A 45° -200lb H -100lb 2 B -200lb -200lb MAGNITUDE AND DIRECTION OF SUPPORTS -500lb H -100lb 45° 2¹ C2D 2¹ Fig 3.5. -200lb -100lb LI 2 B 2₁ 2₁ D 2₁ E