14-23 The wood beam k subjected to a load of 12 kN II grais of wood in the heam at point A make an angle of 25 with the hortzontal as shown, determine the normal and shear stress that act perpendicular to the grains due to the laading, 12N Imim 200 mm
Q: *14-56. Determine the principal stress, the maximum in-plane shear stress, and average normal…
A: Given: The stress acting on…
Q: The rigid beam is supported at its ends by two A-36 steel tie rods. The rods have diameters dAB =…
A: Draw the free-body diagram of the beam.
Q: 14-22 The state of stress at a point in a member is shown on the clement. Determine the strass…
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Q: Determine the normal stress in each section of the assembly. The diameter of the solid shaft of each…
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Q: *14-36. The shaft has a diameter d und is subjected to the loadings shown. Determine the principal…
A: Free body diagram for the shaft will be
Q: P39. If column AB is made from high strength pre-cast concrete and reinforced with four 20 mm…
A: Given data: Load applied , P = 350 kN. Diameter of steel rods, d = 20 mm Length , l = 3m…
Q: 13-33. Determine the state of stress at point A when the beam is subjected to the cable force of 4…
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Q: 13-49. The sold rod s sabjectad to the kading shown. Determine the state of stress at point C, and…
A: Apply equilibrium force conditions along the all directions: Where, FX is the force components…
Q: f P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24 mm?. A 1.4 m…
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Q: F9-6. The beam is subjected to the loading shown. Determine the principal stress at point C. 75 mm C…
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Q: The bwo 3-ftlong shafts are made of 2014-16 aluminum. Each has a diameter of 1.5 in and they are…
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Q: section bar of length (300mm) carries an axial (Q1)A (25mm) square cross- compressive load of…
A: As per our guidelines we have to answer only one question. So, post the question seperately and…
Q: If column AB is made from high strength precast concrete and reinforced with four 3 4 in. diameter…
A: Understand that the 4 steel rods and the concrete block forms a parallel connection system. Let PS…
Q: 9-37. The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of this…
A: Write the given data:
Q: 2. At T, = 70°F, the materials in the assembly fitted between its fixed supports. Determine the…
A: Given data: T1=70°FT2=110°F Need to determine the stress in each rod.
Q: 14-35. Determine the maximum in-plane shcar stress developed at point A on the cross section of the…
A: Draw the free body diagram: Calculate the reactions using static equilibrium conditions: Consider…
Q: 14-12. Determine the oquivalent state of stress on an clement at the same point oriented 6r…
A: Given Data: The value of σx=150 MPa. The value of σy=100 MPa. The value of τxy=75 MPa. The value of…
Q: 13-3. The thin-walled cylinder can be supported in one of two ways as shown. Determine the state of…
A: Given data P=0.5 MPat=6 mmd=200 mmr=100 mm
Q: 14-51. Determine the equivalent state of stress if an element is ariented 30° clockwise from the…
A:
Q: 14-24. The Intermal loadings at a sectilon of the beam are shown. Determine the in-plane principal…
A: Given: The moment about z-axis, Mz = 10 kNm The moment about y-axis, My = 500 Nm The normal force, P…
Q: 13-5. Air pressure in the cylinder is increased by exerting forces P-2 kN on the two pistons, cach…
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Q: FII-L. Determine the minimum dimension a to the nearest mm of the beam's cross section to safely…
A: We’ll answer the first question since the exact one wasn’t specified. Please submit a new question…
Q: 14-83. The state af stress at a point is shown on the element. Determine the principal stress and…
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Q: FI5-1. Determine the minimum dimensicon a to the nearest mm of the beam's cross section to safely…
A: Given: The maximum allowable normal stress, σall = 10 MPa The maximum allowable shear stress, τall =…
Q: 14-14. Determine (a) the principal stresses and (b) the maximum in-plane shear stress and avernge…
A: Given Data: The given value of σx=300 Mpa. The given value of σy=-200 MPa. The given value of…
Q: *98. The rigid bcam is supported by the three suspender bars. Bars AB and EF are made of aluminum…
A: To find-: The maximum allowable value of P for both aluminum and steel bars. Given-: The maximum…
Q: A hollow A36 steel rod is loaded and supported as shown. Determine the stress in each side and the…
A: From the given data, Modulus of elasticity: E = 200 GPa (For steel rod)
Q: The hollow steel shaft has a diameter of 65 mm and thickness of 5mm, is subjected to a torque and…
A: Given that, Outer diameter, Do=65 mm,Thickness of hollow shaft, t=5 mm,Force, F=3 kN,Eccentricity,…
Q: A Determine: al The support and joint reactions. b/ The stress resultants in beam BD. F 3L MaFL-
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Q: If P=3000 Ib or 3 kip, determine the minimum dimension 'a' of the beam's cross section to safely…
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Q: 14-16. Determine the oquivalent state of stress on an clement at the point which represents (a) the…
A: Given Data: The value of σx=50 MPa. The value of σy=0 The value of τxy=15 MPa. Part (a): The value…
Q: A steal structure is loaded as shown. Knowing that F-10 kN and L-1 m: di design the rod CD, if a-100…
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Q: 14-33 Determine the principal stresses in the cantilevered beam at points A and . 31 12 1200 mm 150…
A: forces and moments are shown in figure below
Q: The rigid beam is supported by the three suspender bars. Bars AB and EF are da made of aluminum and…
A:
Q: 14-69. Determine the principal stress at point A on the cross section of the hanger at section b-b.…
A: Consider the Free body diagram of the system at b-b section.
Q: Determine the maximum axial forc e P that can be applied to the bar. The bar is made from steel and…
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Q: 9-23. The wood beam is subjected to a load of 12 kN. If a of wood in the beam at point A makes an…
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Q: 14-29. The beam has a rectangular cros section and k subjected to the lkadings shown. Determine the…
A: load 1 acting on beam=20 kN ;load 2 acting on beam=10 kN ; M=moment from point A-B IXX=moment of…
Q: *9-56. The CX3400-red-brass rod AB and 2014-T6- aluminum rod BC are joined at the collar B and fixed…
A: Given: Rod Ab is of red brass and rod BC is of aluminum joined together , temperature T1=10°C and…
Q: 14- The anchor shackle supports a cable force of 5.0 kN. If the pin has a diameter of 6 mm,…
A:
Q: 13-34. Determine the state of stress at point B when the beam is subjected to the cable force of 4…
A: The free-body diagram for the given beam can be drawn as below, Here Cx is the horizontal reaction…
Q: The rigid beam is supported at its ends by two A-36 steel tie rods. If the allowable stress for the…
A: τA=allowable stress for the steel=16.2 ksi ;load (w)= 3 kip/ft ;(x)= 4 ft ;
Q: 13-23. The bearing pin supports the kad of 3.5 kN. Deter- mine the stress components in the support…
A: Given data: Load, P = 3.5 lb Support thickness, t = 12 mm. Determine: Stress components in the…
Q: *14-52. Determine the equivalent state of stress if an element is oriented 20° clockwise from the…
A: Given Data Compressive stress acting in vertical direction is: σy=-2 MPa Compressive stress acting…
Q: 14-53. Draw Mohr's circle that describes cach of the fallowing states of stress 4 MPa 40 MPa 600 kPa…
A: a) Here:σx=600 KPaσY=700 KPaτxy=0τyx=0 MOHR'S CIRCLE FOR THE GIVEN SATE OF STRESS ON THE ELEMENT:
Q: *14-60. Draw Mahr's circle that describes cach of the following states of stress 5 MPa 20 MI -20 MP…
A: (a) The state of stress is given as The mohr circle is given as The mohr circle will be a point…
Q: 14-54. Determine the equivalent state of stress for an element oriented 60 counterclockwise from the…
A: Given, θ=60°,σx=-560 MPa,σy=250 MPa,τxy=-400 MPa
Q: 12.4 The horizontal cross-section of the cast-iron standard of a vertical drilling machine has the…
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Q: Determine the maximum tensile stress in the bracket at secti a-a when the load P = 45 kN is applied…
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Q: 300mm The concrete post is subjected to to an axial load of P and reinforced using six steel bars,…
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- Solve Prob. 7.29 if =0.Determine the shear strain Y., at corners A and B if the plastic distorts as shown by the dashed lines SOLUTION Geometry: Referring to the geometry shown in Fie a the small.anoto ancheir mins 3 mm 300 mm 4 mm 12 mm B mm 8 mm mmIf the elongation of wire BC is 0.2 mm after the force P is applied, determine the magnitude of P. The wire is A-36 steel and has a diameter of 3 mm.
- The shaft is supported on bearings that do not resist axial load. If the allowable shear stress for the shaft is Tadm = 40 MPa, determine, to the nearest 1mm, the smallest diameter that will support the load.1. The solid shaft is loaded (two point loads) and supported (fixed at left end) as shown. For the xyz directions shown, determine a) 手 B The normal stress at point B; The shear stress at point B; Show results on a differential volume element located at B. 4 in. 19 in. 4 in. 1.5 kips 12 kips 8 in. Section Properties of the shaft: A = 12.566 in.² II 12.566 in.4 (QB)V₂ = 0 in.³ (QB)V, = 5.333 in.³ J= 25.133 in.4FI5-1. Determine the minimum dimensicon a to the nearest mm of the beam's cross section to safely support the koad. The wood has an allowable normal stress af oo = 10 MPa and an alkwable shear stress of T=1 MPa. 6kN 6kN
- The grains of wood in the board make an angle of 20° with the horizontal as shown. Determine the normal and shear stress that act perpendicular and parallel to the grains if the board is subjected to an axial load of 250 N.Drow the 8Z.car ond bendeny. bea m and laaclina seow n beam and Lending for the Stress the vocmal maki-nium determine Section atc. bending tranj verse due to 15OKN Iso KN 90 KNIM A o 8m 2-u m W460 x + 113 Draw the Shear and bendong momentt diag yamg Shown, fol the beam and l acding detevmmotue a st absolute makimum value Ca) af bhe shear,(6) af tee bonding momen --The assembly consists of a steel rod CB and an aluminum rod BA, each having a diameter of 15 mm. The rod is subjected to the axial loadings at A and at the coupling B. If after applying the load coupling B displaced 1.1 mm to the right, determine the change in the dimension of the cross section of steel rod CB. The unstretched length of each segment is shown in the figure. Neglect the size of the connections at B and C, and assume that they are rigid. Est = 200 GPa Vst = 0.32 %3D В A 20 kN 7 kN 3 m - 2 m·
- What steps should be taken to obtain The resultant internal loadings at a point located on the section of a body using the method of sections?9-42. Determine the maximum in-plane shear stress in the box bea Show the results on an element located at this point. Problem 9-42 2 ft- 10 kip 4 in. 1.5 ft- 4 in. HA B 6 in. 4 kip + 0.5 ft 13 in. 13 in. -2 ft- PRO_09_042.jpg12.A uniform bar with weight 20N rest on two support P and Q as shown and weight are suspended as shown in diagram below. Calculate the reactions at Pand Q on the support Y ÁCW 3m 2m 3m 2m Q 15N 20Ñ 5N CW CW ACW A-