Compute the displacements of the plate t = -20 Nm uoing a single quad ekmeent a 2m I(0,1) 4 (2,1) 0.5 m Im 3(2,0.5) E = 3(10) Pa V = 03 2 (0,0) thickness = Im %3D

Q: The compound bar ABCD has a uniform cross-sectional area of 0.25. When the axial force P is applied,…

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Q: Punch Aluminum =4 mm d-20 mm

A: Given that  t=4 mmd= 20 mmUltimate shear stress = 280 Mpa

Q: A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place,…

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Q: A ruler is clamped clamped at weight 0-36 ку weight is at = deflection at deflection at It is x=17cm…

A: A ruler is clamped at x=3 cm and x=30 cm,Weight of 0.36 kg is concentrated at x=17 cmDeflection at…

Q: The stiffness coefficient 'k₁1' for the beam shown below is ΕΙ 2m Internal Hinge 3 m -

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Q: The armor shown supports loads of 3 KN. The horizontal elements are 713cm long each. Determine the…

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Q: Both portions of the rod ABC are made of an aluminum for which E= 70 GPa. Knowing that the magnitude…

A: Given : E = 70 GPa This is a problem of solid mechanics where we are asked to determine : a) The…

Q: Can we use czmesh command with contact element to modeling debonding?

A: When czmesh command is used with elements with more than one stiffness no. then it shows an error.

Q: copper tube with wall thickness of 8 mm must carry an axial tensile load of 175 kN. The allowable…

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Q: n the figure shown, the AB part of the rod is made rom brass while the BC part is fabricated from…

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Q: 4,-2 cm 1) Determine the nodal displacements, average element stress values and support reactions…

A: RA+Rd=20RA=20140×90=12.85KNRB=20140×50=7.14KN

Q: Problem 2: A shaft is to be fitted with a flanged coupling having 6 bolts on a circle of diameter…

A: As per guidelines we can solve one question at a time,here student ask for question number 2 hence,…

Q: I Hinge it 大 2L 3.

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Q: Why is there no normal stress due to bending moment Mz at the Z-axis? The answer my professor gave…

A: Normal stresses due to bending are induced when the bending moment acts perpendicular to the member…

Q: Compound axial member ABC has a uniform diameter of d = 1.25 in. • Segment (1) is an aluminum [E, =…

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Q: 2.5 2.0 1.5 Aluminum Bronze 2P Steel A=500 mm2 A=400 mm? A=200 mm?

A: According to given data The value of P in steel  is given as Stress = P / Area 169 MPa = P / 500 P =…

Q: Taking 'k' components 0.77TEC + 0. 8TBD=1440. . - (1) Taking 'j' components D. 514TEC –…

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Q: A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place,…

A: Deformation of a structural member occurs when it is loaded, and resistance to deformation is…

Q: E, 45° 45°

A: Calculate the strain in x-direction:…

Q: 2- A 8teel podis streteke between fwo pugid walls ard carries a tensile Coad f GO0ON a C. If the…

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Q: A B LAB a C D LCD Rigid element b E

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Q: A P Front view ---160 mm What is the stress in bar BD if P = 4 kips? B D 12

A: Given: P=4kips

Q: For the element shown in figure. Calculate 1) Principle sthesses 2) Maximum in-plane shear stress 3)…

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Q: The steel rod is placed inside the copper tube, the length of each being exactly 15 in. If the…

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Q: The torsional assembly shown in figure below consists of a solid bronze (GB = 45 GPa) shaft C and a…

A: It is asked to find shear stress in Aluminium, Bronze and Steel.

Q: Which stress element below correctly shows the normal and stress al point X? M P D E F X F H

A: Option (H) is the correct answer.

Q: 2) Find... a) The principal planes b) The principal stresses c) The stress components exerted on the…

A: Givenσx=100Mpaσy=60Mpaτxy=-48MpaRadius of the circleR=(σx-σy2)2+τxy2R=(100-602)2+-482R=52…

Q: The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point…

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Q: PROBLEM 1) An aluminum bar carries the axial loads at the positions shown. If E=70GPA, compute the…

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Q: Total deformation Can be ab teined by in tegratug dx %3D ds %3D Wzt Wi -WZ.x

A: Integrate to get axial deformation formula δ=∫dδ=PE∫0Ldxw2+w1-w2Lxt2+t1-t2Lx

Q: Problem 4 For the shown structure, AB is made by A-36 steel (Est = 200GPA, ast = 12 x 10-67 °C) and…

A: The free-body diagram of the structure is shown below. Consider the equilibrium of forces in the…

Q: Determine the deflection at the end of the overhang by conjugate beam method or Castigliano's…

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Q: Determine the maximum thickness (t) of the specimen if it is subjected to a force P = 5 KN. The bar…

A: Consider below figure ; At A ; σ = PA 100 = 5 × 100037.5 t t = 1.333 mm --------- 1

Q: A rigid plate C is used to transfer a 20-kip load P to a steel (E = 30,000 ksi) rod A and to an…

A: Detailed solution is provided below :

Q: The tip to tail addition of vector is also referred to as

A: The tip to tail addition of vector is also referred to as parallelogram law.

Q: obtain the shape factor for a eircular section.

A: Shape factor for a circular section:-

Q: The stiffness coefficient k71 for the beam shown below is 사 A B Hinge 1m 1 m

A: For given arrangement, To find the stiffness coefficient K11

Q: Determine the structure stiffness matrix S for the beam shown.

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Q: X. | Determine the location OF the centroid oF the composite figure shown.

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Q: An aluminum strut has a cross section referred to as a deep hat. Locate the centroid ỹ of its area.…

A: The centroid is the point where the whole mass of the body acts. If the body is irregular, then it…

Q: A high-strength bolt that passes through a steel plate is subjected to a tension force of P as shown…

A: (A) Tbolt=105m, D=21mm Calculate shear area of bolt head as; A=πDa=3.14×17×9A=480.42mm2 Calculate…

Q: Q1-in fig. FH on the curved edge is --- ?if * the tank width=6 m Water 4m 5m 5m- B

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.