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About vthg99 Beginner

vthg99
  • Registered: December 15, 2024

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A rolled-steel shape is used with the support and cable arrangement shown. Cables BC and BD are taught and prevent motion of point B in the xz plane. Knowing that L=5 m, determine the allowable centric load P. Use E = 70 GPa, Ix = 50×10^6 mm^4, Iy = 5×10^6 mm^4

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in progress 0 Engineering 9 months 1 Answer Reply 9 views

Determine the vertical displacement at point A of the steel beam (E = 200 Gpa, I = 9.5*10^6 mm^4), represented in the figure, using the energy method (Energy Conservation and/or Castigliano’s Theorem), when w = 10 kN/m

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in progress 0 Engineering 9 months 2 Answers Reply 19 views

Each member of the truss shown in Fig. 2b is made of steel and has a uniform cross section area os 1200 mm2. Use the principle os conservation of energy to determine the vertical deflection of joint C caused by the aplication of the 200 kN load. Take E = 200 GPa.

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solved 0 Engineering 9 months 1 Answer Reply 10 views

Given the parabolic arc below, obtain the requesting internal forces for the values ​​of the x coordinate every 2 meters and at the points of concentrated loads.

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solved 0 Engineering 9 months 1 Answer Reply 26 views

Determine the variation in thrust and shear force at every 10m across the arch from support A to B as shown in the figure.

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solved 0 Engineering 9 months 1 Answer Reply 16 views

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