20 MPa (25 MPa 40 MPa A 15 MPa- Prob. 3.2
Q: Draw Mohr's circle and find: 1) Principle stresses and their direction. 2) Maximum Shear stress and…
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Q: A simply-supported beam of length 3L is. subjected to the loading shown in the figure. P L P L It is…
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Q: indicated in the figure. Using the equilibrium equation approach, determine the normal and shear…
A: Given data in question Stresses Angle To find out Normal and shear stresses
Q: If the beam is subjected to a shear force of V= 80 kN, determine the shear stress developed at point…
A: This question is related to the Strength of Material.
Q: Calculate the stresses that will occur at point A in the adjacent figure. r=10mm
A: Given, Fz = 150 kNFy = 150 kNτ = 50 kN.mThere are three stresses at point A normal stress, bending…
Q: The normal stress (kN/cm2) at the K point resulting from the tensile force of P=1000 kN acting from…
A: Introduction : Bending Equation : Pure Bending: When bending happens exclusively due to coupling on…
Q: Determine the displacement of point B on the beam shown in Figure. EI is constant
A: To find: The displacement of point B. Displacement of point B is calculated by placing the virtual…
Q: The cross section of a beam shown carries a moment of -50 kN-m. Determine the following: (a) The…
A: First of all we have to find the neutral axis (N.A) of the given section. Then we have to find the…
Q: 1) The state of plane stress at a point is shown on the element in Figure. Determine the maximum…
A: σx = -80 Mpaσy = 50 Mpaτxy = -25 MPa. To determine = Maximum shear stress
Q: 90 MPa 1. If a point is subjected to the state of stress shown in the figure, determine the…
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Q: For the two dimensional state of stresses snown in tne rigure, Tina ine normal and shear stresses…
A: As per our guidelines we are supposed to answer first question. So please you are requested to…
Q: Homework: For the element shown find 1) Principle stresses and their direction 2) Shear stresses and…
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Q: 0.2 In a material there is a horizontal tensile stress of 200 MPa, a vertical tensile stress of 50…
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Q: Problem 8: A prismatic bar of cross sectional area A is subjected to an axial tensile stress of…
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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.2 in., b = 5.5 in., d = 4.5…
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Q: : Calculate and sketch the normal stress distribution acting over the cross section at section a-a.…
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Q: Which of the following most nearly gives the elastic deformation in the bronze rod? a. 0.58 mm b.…
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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.2 in., b = 5.5 in., d = 4.5…
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Q: 8 ksi 2. For the state of stress shown in the figure, determine normal and shearing stresses on the…
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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.7 in., b= 5.4 in., d= 4.3…
A: Mz = -4.35 kip-ft
Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sx = 65 MPa and S, =…
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Q: A thin strap is wrapped around a solid rod as shown in Figure 1a. Determine the principal stresses…
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Q: (a) Figure Q3(a) shows a structural element which is subjected to pure shear, Oxy acting on…
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Q: Q2) B) The steel rod having a diameter of 2Z mm is subjected to an internal moment of 4Y0 Nm as…
A: The radius of the steel rod(R)=0.5(21)=10.5 mm Moment on the steel ord(M)=400 N.m
Q: A: The simply supported beam in Figure below has a rectangular cross section 100 mm wide and 200 mm…
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Q: 3 ksi 2. For the state of stress shown in the figure, determine normal and shearing stresses on the…
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Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.7 in., b = 6.3 in., d = 4.3…
A: Given data: MZ=-3.6 k.ftMZ=-3.6×103×12 lb.in
Q: Find stress Force 1 N Cross sectional Area=0.2 mm2
A: Introduction : The given question is related to solid mechanics . In this question we are provided…
Q: The simply supported beam is subjected to the loadings shown in Figure Q2. Determine the value of P…
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Q: If the beam is subjected to a shear force of V = 100 kN, determine the shear stress at point A.…
A: Given:
Q: 5. The beam is subjected to the loading as in the figure below. Determine_the absolute maximum…
A: Calculate the support reactions at point A ∑FV=0RA=12×3×6=9 kN∑MA=0MA-12×3×6×13×3=0MA=9 kN-m
Q: 200mm P Strain gauge F 100m mmm 200mm- 4mm Strain gauge 4mm 12mm 12mm 4mm A small T-section is used…
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Q: e bending stress about the y-axis at points A e if the stress is in tension or compression. 200kN m…
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Q: The following stress element represents the stress state at point A of the structure in the figure…
A: To find principal stresses
Q: Problem 1 The cantilevered rectangular bar is subjected to a force of 9 kips. a. Determine the major…
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Q: Calculate the value of Q and t that are used in the shear formula for finding the shear stress at A.…
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Q: Determine the magnitude of the shear stress (in units of MPa) when the state of stress is oriented…
A: Shear stress and normal stress given. Using analytical method we can solve for unknown
Q: state of stress at a point is shown below in which length of AB is 4. If o = 120 MPa, T = 80MPA,…
A: Normal stress and resultant stress on 45 degree angle is given Major principle and minor principle…
Q: 2) The cross-sectional dimensions of a beam are shown in Figure 2. a) Determine the centroid…
A: Given Data -
Q: In the Figure 5, the normal stress on the cross- sectional area is (in Mpa): Figure 5: P = 400 KN…
A: Normal stress can be defined as the axial load per unit area of cross section and shear stress is…
Q: and t= 5 mm. Determine: e centroid location (measured with respect to the bottom of the…
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Q: Draw the Mohr's Circle for the stress element shown in figure. Determine the principal stresses and…
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Q: The rigid beam shown has a cross sectional area of DB = 800 mm and defleetion at C- 20 mm due to the…
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Q: Determine the actual bending stress about the x- axis. 99.12 MPa a. с. 93.75 MPa b. 96.06 MPa d.…
A: L = 6 m V = 80 kN H = 8 kN w = 67 kg/m The maximum bending moment in the girder about x-axis (Mx)max…
Q: (Problem 7.13 from the text book) For the given state of stress, determine the normal and shearing…
A: step 1-
Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.6 in., b = 5.7 in., d = 4.9…
A: Given- Mz= -4.45 kip-ft a = 4.6 in., b = 5.7 in., d = 4.9 in., and t= 0.31 in. It is asked…
Q: Q.2) For the shown structure, it is required to draw the normal stress distribution at section S-S.…
A: Given A frame Required Normal stress distribution at section S-S
Q: Q#2 Draw the Mohr,s circle for the stress element shown in figure. Determine the principal stresses…
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3.2: Find the angle & in the case of stress shown in the figure.
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- A steel bar shown is made up of two segments. Determine the displacement of A relative to fixed support D.8+81 al 25 Ey Eg 1. What is the value of ybar from the 1-1 line [Select } 2. What is the value of centroldal MOI Ixx? Select J 3. What is the value of centroidal MOI lyy? [Select]A cantilevered beam AB carrying a uniform load, w as shown in Figure Q2 (c). The cross section of the beam are shown in Figure Q2 (d). If the allowable bending stress is 8.5 MPa and the allowable shear stress is 0.8 MPa, determine the maximum permissible value of the load P. W
- -100 30 A1 80 A 9, A3 200 1. What is the value of ybar from the 1-1 line [Select] 2. What is the value of centroidal MOI Ixx? [ Select] [ Select ) 3. What is the value of centroidal MOI lyy? >7 A beam has the singly symmetrical thin-walled cross section shown in Fig. P.10.7. Each wall of the section is flat and has the same length, a, and thickness, t. Determine the shear flow distribution round the section due to a vertical shear load, S, applied through the shear centre and find the distance of the shear centre from the point C. Ans. qAB = -3S,(2asa-s/2)/16a² sin a qBC =-3S,(3/2+ $g/a=s%/2a²)/16a sin a S.C. is 5a cos a/8 from C.100 A 9, A3 200 1. What is the value af ybar from the 1-1 line (Select) 2. What is the value of centroidal MOI bxx? [ Select) 3. What is the value of centroidal MOI lyy? (Select)
- landscape orientation without erasures 1. The cross section shown in the figure is a structural member known as a z- section Compute the following: (1) cross sectional area, (2) centroidal moment of inertia,Ixo And (3) centroidal moment of inertia, Ivo 3/4 3/4 3.5 Yo 2.625 -3/4 1.375 3.5 -X₂ 113/4Brome A-300 mm 120.8m gap-03mm Stel A= 250 tmm L: 12M E<200 Gk E-83 EPA Find for the shess deeloped in each bar.Paint issues from the tank at Q=0.00354 m³/s. Find the kinematic viscosity. A 3m 1.650x10-4 m²/s O6.015x10-4 m²/s 5.016x10-4 m²/s O 1.164 m²/s B L=2m D=50mm