Calculate the principal normal stresses and their directions, the maximum shear stresses, and the stresses that will occur on the inclined (C) surface of the stress element whose stress state is given in the figure, by drawing a figure using the MOHR CIRCLE METHOD. Show the stresses you find in the stress element. Show the findings on the Mohr circle and, where necessary, on the element. Place your accounts in the appropriate places. explain by writing (Note σx, σy, τ= τxy= τyx and σ values are given in Table 3 for each student). σx(kg/cm2) 3000 σy(kg/cm2) 500 τ(kg/cm2) 600 α (derece) 75
Calculate the principal normal stresses and their directions, the maximum shear stresses, and the stresses that will occur on the inclined (C) surface of the stress element whose stress state is given in the figure, by drawing a figure using the MOHR CIRCLE METHOD. Show the stresses you find in the stress element. Show the findings on the Mohr circle and, where necessary, on the element. Place your accounts in the appropriate places. explain by writing (Note σx, σy, τ= τxy= τyx and σ values are given in Table 3 for each student). σx(kg/cm2) 3000 σy(kg/cm2) 500 τ(kg/cm2) 600 α (derece) 75
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the principal normal stresses and their directions, the maximum shear stresses, and the stresses that will occur on the inclined (C) surface of the stress element whose stress state is given in the figure, by drawing a figure using the MOHR CIRCLE METHOD. Show the stresses you find in the stress element. Show the findings on the Mohr circle and, where necessary, on the element. Place your accounts in the appropriate places.
explain by writing (Note σx, σy, τ= τxy= τyx and σ values are given in Table 3 for each student).
σx(kg/cm2) 3000 σy(kg/cm2) 500 τ(kg/cm2) 600 α (derece) 75
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