Stress (PSC) |
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Check the stresses of beam elements defined as PSC Sections, in a spreadsheet table format. Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions: |
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From the Main Menu select Results > Result Tables > Beam > Stress (PSC) |
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Refer to "Beam Stresses (PSC)" Note Beam Stress (PSC) tab: The results are the same as those from Result>Stress>Beam Stress (PSC). The results for load cases/combinations such as moving load, support settlement, time history, Envelope, etc. are displayed as Max/Min load cases/combinations. However, the maximum and minimum values displayed for each component are not the concurrent stresses. Principal Stress tab: The results displayed under Max/Min are the concurrent stresses when the principal stress attains the maximum/minimum value (Sig-Ps Max/Sig-Ps Min) in case of a moving load, support settlement, time history, Envelope load case or combination. Normal Stress tab: The results displayed under Max/Min are concurrent stresses when the normal stress (sum of axial stresses in the ECS x-direction) attains the maximum/minimum value in case of a moving load, support settlement, time history, Envelope load case or combination. Elem: Element number Load: Load case/combination name Stage: Stage for which stresses are produced Step: Step of the stage for which stresses are produced Part: Locations at which element internal forces are produced Section Position: Position for which inclined stresses are produced (6 positions) Sig-xx (Axial): Axial stress due to the axial force (Fx) in the ECS x-direction Sig-xx (Moment-y): Stress due to My (moment about the ECS y-axis) in ECS x-direction Sig-xx (Moment-z): Stress due to Mz (moment about the ECS z-axis) in ECS x-direction Sig-xx (Bar): Axial stress due to shear steel bars in the ECS x-direction Sig-xx (Summation): Sum of the axial stress in the ECS x-direction and the axial stress due to shear steel bars in the ECS x-direction Sig-zz: Stress in the ECS z-direction Sig-xz (shear): Sum of shear stresses due to shear force and shear steel bars Sig-xz (torsion): Shear stress due to torsion Sig-xz (bar): Shear stress due to shear steel bars Note Sig-Is (shear): Diagonal stress due to shear force Sig-Is (shear+torsion): Diagonal stress due to torsion and shear force Sig-Ps(Max): Maximum principal stress Sig-Ps(Min): Minimum principal stress Each stress component is calculated as follows:
where Θ is the angle of inclination of shear steel bars |
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