A steel bar carries the axial loads at the positions shown. If E=200GPa, compute the maximum load P if the total deformation of the bar is not to exceed 5mm. Assume that the bar is suitable braced to prevent buckling.

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Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH= 1200N (C)…

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Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH=1200N (C)…

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A: Given Data  Area, A=0.5 in2. E=10(106) psi

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Q: Problem 1: Steel rod AC (E=200GPA) having a cross sectional area of 250 mm?, jointly support the 10…

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Q: Figure 3. A bronze bar having a cross-sectional, area of 200 mm?.carries the axial loads shown in…

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Q: 4. Repeat problem 3 assuming that the column is made of wood for which E = 10 GPa. Ans. 81.34 mm

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Q: Problem 1: Steel rod AC (E=200GPA) having a cross sectional area of 250 mm?, jointly support the 10…

A:

Q: Problem 5: Compute horizontal displacement of joint C of the frame shown. I = 400 × 106 mm', E =…

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A: Given- Fixed support at both ends;  L=7 m = 7000 mm E=200 GPa = 2 x 105 MPa

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Q: 3. A bronze bar having a cross-sectional, area of 200 mm? carries the axial loads shown in the…

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Q: Question 3 An aluminum tube AB of circular secton has a fixed support at the base and is pinned at…

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Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.