Q1) The stress function (x) for the cantilever beam as shown in the figure is given by:P$(x) = (x²-3xy)—8ca) Is (x) a valid airy stress function? Determine the stress field on AC.b) Verify that this stress field meets the boundary conditions where V =²c) Verify that the vertical displacement of C is given by 8 = where E is thePL³6E12¹elastic modulus of the material, and I is the moment of inertia of therectangular section of the plate.сLFIG. 1x+

Q1) The stress function (x) for the cantilever beam as shown in the figure is given by: $(x) = ² ( xy³ P(x²-3xy) 8c a) Is (x) a valid airy stress function? Determine the stress field on AC. b) Verify that this stress field meets the boundary conditions where V = c) Verify that the vertical displacement of C is given by PL³ 6E12¹ elastic modulus of the material, and I is the moment of inertia of the rectangular section of the plate. where E is the

Q1) The stress function (x) for the cantilever beam as shown in the figure is given by: $(x) = ² ( xy³ P(x²-3xy) 8c a) Is (x) a valid airy stress function? Determine the stress field on AC. b) Verify that this stress field meets the boundary conditions where V = c) Verify that the vertical displacement of C is given by PL³ 6E12¹ elastic modulus of the material, and I is the moment of inertia of the rectangular section of the plate. where E is the

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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from the shear stresses data above, DRAW THE SHEAR STRESS DISTRIBUTION DIAGRAM at each point of the cross section in details, send it by telegram group A 25 mm 10 kN 10 kN 2 m 2 m 25 mm 25 mm 10 m 25 mm E N.A Given the following data: 1- Shear force (V)= 10 KN 2- Moment of Inertia (I) = 66.6 x 10° mm 100 mm b=100 mm
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4. The values of the normal (ON) and shear stresses (TN) in the plane making an angle of 60° with the horizontal in the plane element given in the figure below; a) Analytical method b) Calculate using the Mohr circle method Solve the question on millimeter paper. Tensile stresses (-), compressive stresses (+) 150 kg/cm 100 kg/cm 200 kg/cm 1300 200 kg/cm 60° 100 kg/cm 150 kg/cm
The horizontal member ABC supports a point load of P (KN) and is pin-supported at B and C. The member (link) DB is a structural steel that pin- supported at D with the given dimensions (All the pins will have 5mm diameter). a) If the force P=100 kN find the max shear stress in the pins. b) Find the max force P such that the member BD will remain elastic c) Find the max displacement of point A such #remain elastic
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Use the slope deflection method by using the graphical method to calculate deflections and draw bending moment diagrams then draw the shear force, axial force and bending moment diagrams.
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