Calculate the critical buckling load for the strut shown, for L = 2.3 m, B = 23 mm and D = 89 mm. Young's modulus for the strut material is 200 GN/m². Answer should be in kilo Newton's Pc B A Z Cross-section of strut PLEASE DON'T USE CHATGPT
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- 2 T « A solid round bar 60 mm in diameter and 2.5 m long is used as a strut. One. of the strut is fixed, while its other end is hinged. Find the safe compressive load for this strut, 4 gEuIef'S formula. Assume E = 200 GN/m? and factor of safety = 3. SFind the force on each member of the truss and indicate if they are under tractionor compression. I am having difficulty in the decompositions of forces. if you can, put this in detail.I already found the reaction forces and they are in the image below. Thank you very much in advanceFind the axial force in member BE (units of kips). (Make sure to include a negative sign if it is in compression.) D ALE 10 kip 10 kip А B G 10 kip 17 ft-17 ft-17 ft-17 ft H 8 ft
- None. R e« o - o, . gxample 16.1. A solid round bar 60 mm in diameter and 2.5 m long is used as a strut. One of the strut is fixed, while its other end is hinged. Find the safe compressive load for this strut, ing Euler’s formula. Assume E = 200 GN/m? and factor of safety = 3. s T eA uniform Steel strut (material Modulus of Elasticity 200 GN/m2, Poisson’s Ratio 0.3) oflength 0.5m and width 100 mm is restrained as appropriate at one end and under an axialtensile load of 25 KN applied to the other end face. It has been initially designed with a thickness of 5mm. This gives a hand calculated stressvalue of 50 MN/ m2, which is a quarter of the material’s Yield Stress, of 200 MN/m2, givinga factor of safety of four. Conduct computer FEA simulations applying element types(tetrahedral, hexahedral) and a range of element sizes (2mm, 5mm & 10mm), presenting findings in a tabulated format.
- Solve the components of force at B along ABC beam300 N - 0,3 m 0.4 m For the shown figure, sketch the free body diagram for each element. The links section is a square of 0.2 ni 30x30 mm. The link material is ST37 with yield stress of 210Mpa and modulus of elasticity is 210000 MPa. For link BEC, calculate all the stresses and the compound stress at 0.7 m the critical section. Check the links DE for buckling.Calculate x if point B contacted with the square support? (Erod CD=200GPa; AB is a rigid bar without deformation)