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  • 24

    January 2020

    Mon

    Template2_03_PSCBox_Solid_US_EC2-1

    1. Design Conditions1) General Characteristics(1) Project Name : PSC Box Template(2) Design Code : EuroCode 2(3) Unit : Kips.in(4) Partial Safety Factors for MaterialsConcrete : 1.50Reinforcing and prestressing steel: 1.15(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the EuroCode 2 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²     

  • 23

    January 2020

    Mon

    Template2_03_PSCBox_Solid_US_EC2

         1. Design Conditions1) General Characteristics(1) Project Name : PSC Box Template(2) Design Code : EuroCode 2(3) Unit : Kips.in(4) Partial Safety Factors for MaterialsConcrete : 1.50Reinforcing and prestressing steel: 1.15(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the EuroCode 2 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 22

    January 2020

    Mon

    Template2_03_PSCBox_Hollow_US_EC2

    1. Design Conditions1) General Characteristics(1) Project Name : PSC Box Template(2) Design Code : EuroCode 2(3) Unit : Kips.in(4) Partial Safety Factors for MaterialsConcrete : 1.50Reinforcing and prestressing steel: 1.15(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the EuroCode 2 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in² 

  • 21

    January 2020

    Mon

    Template2_02_ConDB_US_AASHTO

     1. Design Conditions1) General Characteristics(1) Project Name : Continuous Deep Beam Template(2) Design Code : ASSHTO LRFD(3) Unit : Kips.in(4) Strength Reduction FactorsStrut : 0.70Tie : 0.90Node : 0.70(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the ASSHTO LRFD strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 20

    January 2020

    Mon

    Template2_01_BCJoint_Interior_US_ACI-1

     1. Design Conditions1) General Characteristics(1) Project Name : Beam-Column Joint Template(2) Design Code : ACI 318M-14(3) Unit : Kips.in(4) Strength Reduction FactorsStrut : 0.75Tie : 0.75Node : 0.75(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the ACI 318M-14 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 19

    January 2020

    Mon

    Template2_01_BCJoint_Interior_US_ACI

     1. Design Conditions1) General Characteristics(1) Project Name : Beam-Column Joint Template(2) Design Code : ACI 318M-14(3) Unit : Kips.in(4) Strength Reduction FactorsStrut : 0.75Tie : 0.75Node : 0.75(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the ACI 318M-14 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 18

    January 2020

    Mon

    Template2_01_BCJoint_Exterior_US_ACI-1

     1. Design Conditions1) General Characteristics(1) Project Name : Beam-Column Joint Template(2) Design Code : ACI 318M-14(3) Unit : Kips.in(4) Strength Reduction FactorsStrut : 0.75Tie : 0.75Node : 0.75(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the ACI 318M-14 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 17

    January 2020

    Mon

    Template2_01_BCJoint_Exterior_US_ACI

     1. Design Conditions1) General Characteristics(1) Project Name : Beam-Column Joint Template(2) Design Code : ACI 318M-14(3) Unit : Kips.in(4) Strength Reduction FactorsStrut : 0.75Tie : 0.75Node : 0.75(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the ACI 318M-14 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 16

    January 2020

    Mon

    Template1_09_Girder_US_EC2

     1. Design Conditions1) General Characteristics(1) Project Name : Girder Template(2) Design Code : EuroCode 2(3) Unit : Kips.in(4) Partial Safety Factors for MaterialsConcrete : 1.50Reinforcing and prestressing steel: 1.15(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the EuroCode 2 strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²

  • 15

    January 2020

    Mon

    Template1_08_DeepBeam_US_AASHTO

        1. Design Conditions1) General Characteristics(1) Project Name : Deep Beam Template(2) Design Code : ASSHTO LRFD(3) Unit : Kips.in(4) Strength Reduction FactorsStrut : 0.70Tie : 0.90Node : 0.70(5) Scope of ReportThe purpose of this report is to design structural concrete member using strut-tiemodel. The design is performed according to the ASSHTO LRFD strut-tie modelprovisions.This report provides results of calculation for:- check capacity of bearing plates- design tie reinforcement- check capacity of struts- check capacity of nodal zones2) Materials(1) Concrete- Mass : 147 lb/ft³- Weight : 149.6 lb/ft³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 3480.9 lb/in²- Tensile Strength of Concrete, fct : 348.1 lb/in²- Elastic modulus of concrete, Ec : 4,039,177 lb/in²(2) Steel1- Mass : 490 lb/ft³- Weight : 499.7 lb/ft³- Poisson's ratio : 0.15- Yield strength of steel, fy : 58015.4 lb/in²- Elastic modulus of steel, Es : 29,007,699 lb/in²