SITUATION 3: A steel pipe of 300-mm outer diameter and 15-mm thickness is used as a column to carry a 700-kN axial load. Use E = 200 GPa and v=0.30. Determine the strain along its longitudinal axis . Determine the strain along its lateral axes Determine its new outer diameter . . 700 kN

Q: A 86-N-m torque is applied to a hollov section shown. Neglecting the effect determine the shearing…

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Q: 1. A solid shaft ABCD of diameter d is fixed at A and subjected to torques applied at equally spaced…

A: Since, we answer only three sub-parts at a time so we will answer the first three sub-parts. Please…

Q: Consider a square bar 30 mm on side and 2.5 m long, having a material yield point 254 (in MPa). An…

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Q: 75 mm o T=3 kN.m 50 mm T=3 kN.m B Steel Bronze G-35 GN/m2 G=83 GN/m21

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Q: f the shaft?A

A: We knowμ=Lateral strainLongitudinal strainLateral strain=δddLongitudinal strain=δLL

Q: 50 cm-long circular rod has a diameter of 10 mm and is acted pon by a 20 kN load acting to its…

A: Length of rod = 50 cm Diameter of rod = 10 mm Load = 20 KN E = 200 Gpa

Q: 4. The beam shown supports the load shown, determine max flexural stress developed and 200mm the max…

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Q: 3. (c) A square steel bar of dimension 50 mm × 50 mm × 150 mm is subjected to an axial load of 250…

A: Size of bar 50mm x 50mm x 150mm P = 250 kN or 250,000 N

Q: A cube of material (E 15,000 psi, v 0.25) of side length 2" is shown in the x, y plane. Take x…

A: Change in length of the cube depends on the length of the sides of the cube and the normal stress…

Q: A solid 2.40 in. diameter shaft is subjected to a torque of T = 330 lb-ft and an axial load of P =…

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Q: What are appropriate relations established from the calculation of maximum shear stress in a thin…

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.