The stresses acting on element B (see figure part a) on the web of a wide-flange beam are found to be og = 11,000 psi in compression in the horizontal direction and oy = 2,600 psi in compression in the vertical direction (see figure part b). Also, shear stresses of magnitude Tay = 3,200 psi, act in the directions shown. Side Cross Section (b) Determine the stresses acting on an element oriented at a counterclockwise angle of 45 from the horizontal. Round your answers to one decimal place. psl psi psi

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Q: 100 mm 25 mm 125 mm M. 75 mm The beam is subjected to an internal moment of M = 3 kNm. 25 mm 75 mm…

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A: Given data, Compressive stress along the y-axis, σy = -80 MPa Tensile stress along x-axis, σx= 40…

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Q: 0=-80MPA o=20MPA 0=20MPA 0=-80MPA

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Q: Problem 3 What is the absolute maximum shear stress for the stress element shown on the right? 30 k…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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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.