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

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 

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

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

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

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

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

Template1_07_Anchor_Eccentricity_US_ACI

1. Design Conditions1) General Characteristics(1) Project Name : Anchor Plate 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

Template1_07_Anchor_Center_US_ACI

1. Design Conditions1) General Characteristics(1) Project Name : Anchor Plate 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

Template1_06_PSC_Beam_SI_EC2

1. Design Conditions1) General Characteristics(1) Project Name : PSC Beam Template(2) Design Code : EuroCode 2(3) Unit : KN.m(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 : 2,350 kg/m³- Weight : 23.5 kN/m³- Poisson's ratio : 0.15- Compressive Strength of Concrete, fck : 24.0 MPa- Tensile Strength of Concrete, fct : 2.4 MPa- Elastic modulus of concrete, Ec : 27,849 MPa(2) Steel1- Mass : 7,850 kg/m³- Weight : 78.5 kN/m³- Poisson's ratio : 0.15- Yield strength of steel, fy : 400.0 MPa- Elastic modulus of steel, Es : 200,000 MPa