sap 3

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TABLE: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC 2003 Frame DesignSect DesignType Status Location FTopCombo FTopArea Text Text Text Text in Text in2 1 BLKBETON Beam See ErrMsg 0 DCON2 0.044939391 1 BLKBETON Beam See ErrMsg 24 DCON1 2.9823E+14

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SAP4

Transcript of sap 3

Conc Sum2 - ACI 318-05|IBC 2003TABLE: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC 2003FrameDesignSectDesignTypeStatusLocationFTopComboFTopAreaFBotComboFBotAreaVComboVRebarTLngComboTLngAreaTTrnComboTTrnRebarErrMsgWarnMsgTextTextTextTextinTextin2Textin2Textin2/inTextin2Textin2/inTextText1BLKBETONBeamSee ErrMsg0DCON20.0449393913DCON12.8997918918DCON10DCON20DCON20Shear stress exceeds maximum allowed.No Messages1BLKBETONBeamSee ErrMsg24DCON1298230443157367DCON1 (Sp)305707208798824DCON10DCON20DCON20The required reinforcing exceeds maximum allowed; The required reinforcing exceeds maximum allowed; Shear stress exceeds maximum allowed.No Messages

Program ControlTABLE: Program ControlProgramNameVersionProgLevelLicenseOSLicenseSCLicenseBRLicenseHTCurrUnitsSteelCodeConcCodeAlumCodeColdCodeTextTextTextYes/NoYes/NoYes/NoYes/NoTextTextTextTextTextSAP200010.0.1AdvancedYesYesYesNoKip, in, FAISC-LRFD93ACI 318-05/IBC 2003AA-ASD 2000AISI-ASD96