A w = 4 kN/m 10 m C B K= 40 kN/m

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-sectic beam is…

A:

Q: Current Attempt in Progress The beam cross section shown below has been proposed for a short…

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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: Question # 3: The built-up beam is formed by welding together the thin plates of thickness 3 mm. the…

A: Shear center is a point on the beam section where the application of loads does not cause its…

Q: 2. The bar is subjected to forces shown in the figure. If it has the original dimensions length 1 =…

A: Strain is a fundamental properly due to which stresses are developed Strain at different axis due to…

Q: The displacement of 0 and the rotation of beam KN

A: Hi! Thank you for the question As per the honor code, We’ll answer one question since the exact one…

Q: Two rods vertically connect beams AB and CD as shown in the figure. Point A is fixed supported while…

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Q: Determine the internal forces at point J for the structure shown, where member BD can only carry…

A: Given:- a=160 mmP=450 N To find:- Internal force at point J

Q: b) In Figure Q1, an axial load P is applied at point D that is 5 mm from the geometric axis of the…

A: Iy = π/64(1204 - 1124) = 2.455 x 106 mm4  L = 2.8 m = 2800 mm

Q: M 300 mm B A. 40 mm C 200 mm D LE 40 mm 40 mm

A:

Q: 3. Two beams are supported as shown in the diagram below, each 150mm x 200mm x 4 meters. Beam CD is…

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Q: 25 mm 200 mm V 100 mm 25 mm 25 mm 25 mm 200 mm 25 mm

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Q: Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in…

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Q: Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar…

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Q: F 26 2 C S X 2 B A solid bar S (E-200 GPa, A=100 mm²) is attached to a cantilever beam (E-200 GPa,…

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Q: 4. The cross-sectional dimensions of the beam shown in Figure are d = 5.0 in., br = 4.0 in., tr =…

A: Given:- d = 5.0 inches bf  = 4.0 inches tf = 0.50 inches tw = 0.25 inches  bending stress at point H…

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; 1= 350 × 106…

A: Given: E=200 GPaI=350×106 mm4P=50 kNw=20 kNmLAB=1.50 mLBC=2.50 m To find: (1) Deflection at A. (2)…

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Q: The resultant of the three forces as shown in figure is vertical. determine the angle 0, and…

A: All data present in the figure Need to find 1- Resultant force (R)2-  angle ()

Q: For the assembly shown in the figure, a force of 25 kN is applied to the ring at F. Determine the…

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Q: (2) (1) Pe с B L2 Li

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Q: T/2 A 1200 Nm A homogeneous steel shaft (G=83GPA) is loaded as shown in the above Figure. Assuming T…

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Q: Determine the support reactions on the pin and roller as shown in the figure below. Simplify your…

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Q: 2. As shown in the figure, a rigid beam with negligible mass is pinned at one end and supported by…

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Q: A rigid bar AB if of a length B = 66 in. is. hinged to a support at A and supported by two vertical…

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Q: In the truss shown below, determine the vertical displacement at point F. Cross- sectional area of…

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Q: 3. Rigid member ABD is connected to elastic member CDE as shown. For the given loading, what are the…

A: Given E=70GPa A=100 mm2 To Find Vertical displacement at A and E

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.