5.2.6 Semiconductor temperature sensors.Problem 6: Simple supported-guided-in-X beam.1.1 Temperature, heat and heat capacity.3 Day course 2023: Optomechanical system design.(Refer to the clause 8.8.4.5 of CSA-S6S1-2010.)Īs,min: Minimum required reinforcing steel area. The verification is satisfied when it is less than 0.5. (Refer to the clause 8.8.4.3 of CSA-S6S1-2010.)Ĭ/D: Verification of maximum reinforcement ratio. The verification is satisfied when it is less than 1.0. Min(4/3Mf,1.2Mcr)/Mr: Verification of minimum reinforcement ratio. Ratio (Mf/Mr): Flexural resistance ratio. Where, Phi is material resistance factor as shown in the table below. Mr: Design moment resistance of section about y axisįlexural resistance is calculated by multiplying the distance from the neutral axis. Mcr: Cracking moment of section (Refer to the clause 8.8.4.4 of CSA-S6S1-2010.) Mf: Factored moment acting at section about y axis PhiMny/1.2Mcr: Ratio of factored moment of resistance to cracking moment of section.įlexural strength is computed either as per clause 8.8.4.2 of CSA-S6S1-2010 or using strain compatibility depending upon the user input in PSC Design Parameters for flexural strength. PhiMny/1.33Muy: Ratio of factored moment of resistance to factored moment acting on section about y axis. PhiMny: Factored moment of resistance of section about y axis. Mny: Nominal moment resistance of section about y axis. Muy: Factored moment acting at section about y axis. (Refer to the clause 5.7.3.3.2 of AASHTO LRFD (2012).)įlexural strength is computed either as per clause 5.7.3.2 of AASTHO LRFD-07 or using strain compatibility depending upon the user input in PSC Design Parameters for flexural strength. If the verification of minimum reinforcement is not required, it will be displayed as 1.0. PhiMny/min(1.33Muy,Mcr): Verification of minimum reinforcement. Ratio (Muy/PhiMny): Flexural resistance ratio, The verification is satisfied when it is less than 1.0. Where, Phi is resistance factor calculated as shown in the equation below. If a tendon in tension is located at the upper part from the neutral axis under the sagging moment, the flexural resistance will have (-) sign and it will reduce the total moment resistance. PhiMny: Design moment resistance of section about y axisįlexural resistance is calculated by multiplying the distance from the neutral axis. Mny: Nominal moment resistance of section about y axis Mcr: Cracking moment of section (Refer to the equation 5.7.3.3.2-1 of AASHTO LRFD (2012).) Muy: Factored moment acting at section about y axis All the values of this set will be displayed.ĬHK : Flexural strength check for element So as per above example, maximum stress value is 48, so it is displayed under FMAX, and it is from Fx-MIN set so under Type, Fx-MIN is displayed. The set that results in maximum stress value FT, FB, FTL, FBL, FTR, FBR is displayed under 'Type' and the maximum stress value is displayed under FMAX. and MIN value, the program computes FT, FB, FTL, FBL, FTR, FBR for all these twelve sets.įor example: FT when Fx due to moving load is maximum is 30 N/mm2 and so on. In order to consider the concurrent member forces, namely, Fx, Fy, Fz, Mx, My and Mz each having its MAX. If it is not defined then this field is left blank(-)īy default, member forces due to moving load case or settlement load case are not concurrent. Type: Displays the set of member forces corresponding to moving load case or settlement load case for which the maximum stresses are produced. Positive/Negative: Positive moment, negative moment Part: Check location (I-End, J-End) of each element Flexural strength is computed either as per clause 5.7.3.2 of AASTHO LRFD-12 or using strain compatibility depending upon the user input in PSC Design Parameters for flexural strength.
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