Principal Stress at Construction Stage
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Check the principal stresses at construction stage for which they are maximum, in a spreadsheet format table. Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions. Note Sign convention for principal stress: Negative for Tension, Positive for Compression
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From the Main Menu select PSC > PSC Design Result Table > Principal Stress at Construction Stage |
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Upon executing the PSC Design Result Table > Principal Stress at Construction Stage, Records Activation Dialog prompts. Click after selecting the output entities such as elements, part number, Comp./Tens. Stress. Refer to Usage of Table Tool and check the following data: Elem: Element number Part: Check location (I-End, J-End) of each element Comp./Tens.: Compression or Tension Stress Stage: Construction stage CHK: Principal stress check for construction stages Sig_P1: Principal Stress at the left top of top flange. Sig_P2: Principal Stress at the right top of top flange. Sig_P3: Principal Stress at the right bottom of bottom flange. Sig_P4: Principal Stress at the left bottom of bottom flange. Sig_P5: Principal Stress at the top of left web.(at Z1 Level) Sig_P6: Principal Stress at the top of right web.(at Z1 Level) Sig_P7: Principal Stress at the neutral axis in left web.(at Z2 Level) Sig_P8: Principal Stress at the neutral axis in right web.(at Z2 Level) Sig_P9: Principal Stress at the bottom of left web.(at Z3 Level) Sig_P10: Principal Stress at the bottom of right web.(at Z3 Level) Sig_MAX: The maximum Principal stress among P1-P10. Sig_AP: Allowable principal stress at neutral axis in the web. Note 1. Allowable tensile principal stress limit for AASHTO LRFD (2012) and CSA-S6S1-2010 Principal tensile stress at neutral axis in web is determined based on the clause 5.9.4.1.2 of AASHTO LRFD (2012). Principal tensile stress limit = (ksi)
Where, f’ci is specified compressive strength of concrete at time of initial loading or precompressing; nominal concrete strength at time of application of tendon. midas Civil computes the compressive strength of concrete (f’ci) during the construction stages according to the construction days defined in Define Construction Stage function and Time Dependent Material (Comp. Strength). If f'ci exceeds the specified compressive strength, f'c, the value of f'ci will be replaced into the value of f'c. |
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