Determine Maximum shear stress. And Draw the mohr circle
Q: Determine the maximum bending stress and shear stress on the same section.
A: Bending moment at the section B=Mb =90×0.2-20×0.2×0.1=1.4 kN-m=1.4×106 N-mm Moment of inertia,(I)…
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Q: 17 MPa 27 MPa 56 MPa
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Q: Problem 2: Determine Maximum Normal stress. Golb 90b 20lb
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Q: Determine the normal and shear stresses at point B.
A: Consider the figure,
Q: What is the maximum shear stress? Where or = -140 Mpa, σy = 205 Mpa, Try = 100 Mpa. joy Try 8. THU…
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Q: we found the location of the centroid 'C' of this section to be: Z = 61.6 mm; y = 80.68 mm Determine…
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Q: The bar has a 140 mm by 20 mm rectangular cross section. If P = 190 kN, determine the force…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: A- the principal stress min and mix shear stress and sketch the elemeats x stress B- Determine the…
A: Solution-The given values are follows,σx=0σy=-30MPaσxy=10To Detremine,The stress and inclined…
Q: Determine major principal stress
A: Formula to be used: Major Principal Stress, σp,major=σ1+σ22+σ1-σ222+τ2
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Q: Draw Mohr’s circle and determine the principal stresses.
A: Given Data: The stress acting along X-direction is σx=30 MPa (Tensile). The stress acting along…
Q: determine the maximum shear stress. sketch the section stress distribution
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Q: For a case of plane stress, o, 40 MN/m², oy = 0, Tyy stresses (in MN/m2) and their orientation with…
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Q: Determine principal stress and maximum shear stress 200 MPa
A: Given data : Normal stress in X direction (σX)=350 MPaNormal stress in Y direction (σY)=-200…
Q: Q2) Find the shear stress at a point in oil is 0.2452 N/m² and velocity gradient at tha point is 0.2…
A: Given:- density =981 kg/m3 shear stress = 0.2452 N/m2 velocity gradient = 0.2/sec To find:-…
Q: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine…
A: Given: Uniform strip load, q = 900 lb/ft2 Width, B = 36 ft Depth of point, z = 15 ft x = 27 ft
Q: 12 KN Q 1 find stress Rod Rod D TCD ТАВ AB CD beam 10 m A uniform beam supported by two beam have…
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Q: Determine the vertical shear stress 1.5" below the top, 3" above the bottom and the maximum on the…
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Q: The principal stress orientation and maximum in-plane stress orientation are allways from each…
A: ans: option (d) is correct 45 degree offset 90 degree offset
Q: 40 35 60 -60 35 140 MPa
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Q: Problem 3: Consider the figure on the right. If a point load of 5500 Ib is applied at the center of…
A: Answer:- This question can be solve by the help of westergard formula . In which…
Q: Determine the shear stress at y=0
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Q: Determine effective stress at point B and C
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Q: Q2: Find the increase of the vertical total stress, and total stress at point Z. 02 N/m Q1…
A: Given data- Q1=2100 KN/m/meter Q2=10500 KN/m z=3 Dry unit weight of soil = 16.32 KN/m3
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Q: Find stress at BD, BE, CE area = 0.0012 m^3
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Q: Draw mohr circle and determine principal stress
A: Given data : Normal stress in X direction (σX)=16 MPaNormal stress in Y direction (σY)=-48 MPaShear…
Q: (d) Determine the maximum in-plane shear stress. 10 ksi 16 ksi
A: This question is related to Principal Stresses from Strength of Material. In this question we…
Q: Determine the shear stress at section b-b.
A: Take moment about A :∑ MC=0FABsin604ft-15042=0FAB=346.41kips
Q: Calculate the normal stress at plane AB 60 kPa 15 kPa 60° B 15 kPa 40 kPa O Zoom image 58kPa…
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Q: Derive horizontal shear stress formula and flexure stress formula for beams.
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Q: Determine the maximum average shear stress developed in 30mm diamter pin
A: Note: As the figure of the bolted joint is not given so, we are assuming a general bolted connection…
Q: 30 MPa %3D 30 MPa
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Q: The rectangular plate is subjected to the deformation shown by the dashed line. Assume a = 575 mm,…
A: Determine the shear strains γxy and γx’y’ at point A.
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Q: BONUS: What is the maximum and average shear stress of a given cross-section having sides are…
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Q: A rectangular channel 2.5 m wide carries water at a depth of 1.2 m. The bed slope of the channel is…
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Q: Determine principal stress and draw mohr circle
A: Given data : Normal stress in X direction (σX)=-60 MPaNormal stress in Y direction (σX)=-80 MPaShear…
Q: 10 KN Determine the maximum shear stress and the 15 KN/m 10 KN/m maximum flexural stress of A B. |C.…
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Q: 90 MPa 30 MPa (d)
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- From the previous problem, determine the shear stress 30 mmabove the neutral axis.30 mm C A B 150 mm M 150 mm 300 mm 30 mm - determine the bending stress developed at points A, B, and C. Sketch the bending stress distribution on the cross section. - Assume that the cross-section has a moment of inertia about the neutral axis of 1.907 x 10-4 m². - Assume that the neutral axis is located 97.5 mm from the bottom of the cross-section - Assume the internal bending moment M = 61.4 kN.m2:37 6.00 KB/S A 2M 3M B Problem 2: A rigid block of negligible mass is supported by three symmetrically spaced rods as shown. Each copper rod has an area of 900mm2 and E=120GPA, and the allowable stress is 70MPa. The steel rod has an area of 1200mm2, E=200GPA and the allowable stress is 140MPA. Determine the largest load P which can be supported. Your answer Figure for Problem 2 STEEL 24OMM COPPER COPPER 16OMM 16OMM --
- Draw Mohr's clrcle and find: 1) Principle stresses and their direction. 2) Maximum Shear stress and its direction. 3) The stresses if the element rotated by 40 degrees Counterclockwise. 34 MPа 28 МPа 100 MPa 100 MPа 34 МPа13. A block 100mm x 100mm base and 10mm height. What will the direct shear stress in the element when a tangential force of 10kN is applied to the upper edge to a displacement 1mm relative to lower face?Find principal stresses and max in plane shear stresses ....using mohr circle
- The couple M is applied to a beam of the cross-section shown in a plane forming an angle β withthe vertical y-axis. Determine the total normal stress at point A, point B, point D.2. If the bending stress at section 2 =20 MPa. What are the bending stresses at sections 1, 3, and 4. 12 mm 12 mm 12 mm NA 276 mm 12 mm 150 mm 123Q4/ Determine the moment M that must be applied to the beam in order to create a maximum stress of 90 MPa. Also sketch the stress distribution acting over the cross section. 300 mm 20 mm M 260'mm 30 mm 30 mm 20 mm 30 mm
- Two vertical forces are applied to a beam of the cross-section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. Take P = 9.25 kN. A 30 mm B 400 mm 45 mm '30 mm' 500 mm The maximum tensile stress is 10 mm MPa, and the maximum compressive stress is MPa.The normal and shear stresses on a plane are 120 psi (C) and 25 psi respectively. On an orthogonal plane, the respective stresses are 40 psi (C) and 25 psi. Draw Mohr's circle and determine the angle between minor principal plane makes with the 120 psi stresses.CLO 1: Determine the maximum tensile stress in MPa if P = 115 %3D kN. 20 mm 25 mm 20 mm 45mm 3somm 16.064 28.395 45.176 10.040 46 mm