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C A S T - Computer Aided Strut-and-Tie - Version 0.9.11 (Last Updated on 1/26/04)

 File Name: ACC6_29-02-2016.txt Date and Time Created: 29-02-2016 15:25:07 Associated Input Data File Name: ACC6_29-02-2016.CST

 P R O J E C T D E S C R I P T I O N :

  PROJECT NAME: Project1  DESIGNER: MNU  DATE: 26-02-2016  PROJECT NOTE:

 G E N E R A L P R O P E R T I E S :

  UNIT: SI Unit  D-REGION THICKNESS: 1400.0 mm

  CONCRETE CYLINDER STRENGTH: 250.00 MPa  CONCRETE TENSILE STRENGTH: 0.00 MPa  NON-PRESTRESSED REINFORCEMENT YIELD STRENGTH: 420.00 MPa

 S T R U C T U R E ' S B O U N D A R I E S D A T A :

  BOUNDARY ID POSITION # OF ENCLOSED AREA ENCLOSED AREA CENTROID  CORNERS (mm²) X (mm) Y (mm)  OStrB Outer 8 -17959000.0 1966.2 2818.4

  BOUNDARY ID CORNER COORDINATES  X (mm) Y (mm)

  OStrB 0.0 0.0  0.0 4930.0  5500.0 4930.0  5500.0 3930.0  3770.0 3930.0  3770.0 2430.0  2800.0 2430.0  2800.0 0.0

 L O A D C O N D I T I O N S :

  LC1

 S T R U T - A N D - T I E N O D E C O O R D I N A T E S :

 LOAD CONDITION: LC1

  NODE ID X Y FUNCTION  (mm) (mm)  N1 400.0 0.0 Load/Support  N2 400.0 1000.0 Strut-and-Tie  N3 1474.0 0.0 Load/Support  N4 2008.0 0.0 Load/Support

  N5 2008.0 1000.0 Strut-and-Tie  N6 400.0 2500.0 Strut-and-Tie  N7 2500.0 2500.0 Strut-and-Tie

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  N8 400.0 3664.0 Strut-and-Tie  N9 400.0 4860.0 Strut-and-Tie  N10 5000.0 4860.0 Strut-and-Tie  N11 2008.0 4860.0 Strut-and-Tie  N12 3508.0 4000.0 Strut-and-Tie  N13 3508.0 4860.0 Strut-and-Tie  N14 2008.0 4930.0 Load/Support

  N15 3508.0 4930.0 Load/Support  N16 5000.0 4930.0 Load/Support

 S T R U T - A N D - T I E E L E M E N T D A T A :

 LOAD CONDITION: LC1

  ELEMENT ID CONNECTIVITY LENGTH  END I END J (mm)  E1 N1 N2 1000.0  E2 N2 N3 1467.5

  E3 N4 N5 1000.0  E4 N2 N5 1608.0  E5 N2 N6 1500.0  E6 N5 N7 1578.6  E7 N5 N6 2199.0  E8 N6 N7 2100.0  E10 N7 N8 2401.0  E13 N7 N11 2410.7  E14 N7 N12 1807.2  E15 N12 N11 1729.0  E16 N12 N10 1722.1  E17 N12 N13 860.0  E20 N9 N11 1608.0

  E21 N11 N13 1500.0  E22 N13 N10 1492.0  E23 N11 N14 70.0  E24 N13 N15 70.0  E25 N10 N16 70.0  E26 N6 N8 1164.0  E27 N8 N9 1196.0  E28 N8 N11 2004.0

  ELEMENT ID DIRECTION FUNCTION  (deg.)  E1 90.00 Strut-and-Tie  E2 317.04 Strut-and-Tie  E3 90.00 Strut-and-Tie  E4 0.00 Strut-and-Tie  E5 90.00 Strut-and-Tie  E6 71.84 Strut-and-Tie  E7 136.99 Strut-and-Tie  E8 0.00 Strut-and-Tie  E10 151.00 Strut-and-Tie  E13 101.78 Strut-and-Tie  E14 56.10 Strut-and-Tie  E15 150.17 Strut-and-Tie  E16 29.96 Strut-and-Tie  E17 90.00 Strut-and-Tie

  E20 0.00 Stabilizer  E21 0.00 Strut-and-Tie  E22 0.00 Strut-and-Tie

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  E23 90.00 Strut-and-Tie  E24 90.00 Strut-and-Tie  E25 90.00 Strut-and-Tie  E26 90.00 Strut-and-Tie  E27 90.00 Stabilizer  E28 36.64 Strut-and-Tie

 S T R U T - A N D - T I E P R O P E R T Y T Y P E S :

 STRUT TYPES:

  STRUT TYPE STRUT EFFECTIVENESS PHI STRESS LIMIT  EQUATION FACTOR FACTOR (MPa)  PPRISM ACI (0) 0.850 0.750 159.38  PBOTELLA ACI (1) 0.637 0.750 119.53

  NOTATION FOR ACI STRUT EQUATIONS:  (0) ACI Prismatic Struts

  (1) ACI Bottle-Shaped Struts w/ Steel  (2) ACI Bottle-Shaped Struts w/o Steel  (3) ACI Struts in Tension Members  (4) ACI Struts for All Other Cases

  NOTATION FOR USER-DEFINED/GENERAL STRUT EQUATIONS:  (0) User-Defined  (1) Nielsen (1978)  (2) Ramirez & Breen (1983)  (3) Marti (1985)  (4) Schlaich (1987) Uncracked Strut  (5) Schlaich (1987) Strut w/ Reinf/Tensile Strain Perp to Its Axis  (6) Schlaich (1987) Strut w/ Skew Reinf/Tensile Strain to Its Axis

  (7) Schlaich (1987) Strut w/ Severe Crack Width  (8) MacGregor (1997) Uncracked Strut  (9) MacGregor (1997) Cracked Strut w/ Transv Steel  (10) MacGregor (1997) Cracked Strut w/o Transv Steel  (11) MacGregor (1997) Strut in Tension Zone

 TIE TYPES:

  TYPE NAME # OF LAYERS  Main Tie 2 1

Main Tie 1 4Main Tie 3 1

TYPE NAME TOTAL AREA PHI OVERSTRENGTH YIELD FORCE  (mm²) FACTOR FACTOR (kN)  Main Tie 2 5610.0 0.750 1.250 2208.9  Main Tie 1 18270.0 0.750 1.250 7193.8  Main Tie 3 1419.0 0.750 1.250 558.7

  TYPE NAME LAYER # BAR SIZE # OF BARS DISTANCE FROM REF-  ERENCE LINE (mm)  Main Tie 2 1 #25 11 0.0  Main Tie 1 1 #29 11 0.0  2 #25 4 -100.0  3 #25 4 -210.0

  4 #29 11 -320.0  Main Tie 3 1 #13 11 0.0

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 NODE TYPES:

  NODE TYPE NODE EFFECTIVENESS PHI STRESS LIMIT  EQUATION FACTOR FACTOR (MPa)  CCC ACI (0) 0.850 0.750 159.38  CCT ACI (1) 0.680 0.750 127.50

  NOTATION FOR ACI NODE EQUATIONS:  (0) ACI CCC Nodes  (1) ACI CCT Nodes  (2) ACI CTT Nodes

  NOTATION FOR USER-DEFINED/GENERAL NODE EQUATIONS:  (0) User-Defined  (1) Marti (1985) CCC Node  (2) Schlaich et al (1987) CCC Node  (3) Schlaich et al (1987) CCT/CTT Node  (4) MacGregor (1997) CCC Node  (5) MacGregor (1997) CCT Node

  (6) MacGregor (1997) CTT Node

 S T R U T - A N D - T I E P R O P E R T Y A S S I G N M E N T S :

 LOAD CONDITION: LC1

  NODES:

  NODE ID PROPERTY TYPE THICKNESS  SCALE FACTOR  N1 (Not Yet Assigned) 1.0  N2 CCT 1.0

  N3 (Not Yet Assigned) 1.0  N4 (Not Yet Assigned) 1.0  N5 CCC 1.0  N6 CCT 1.0  N7 CCC 1.0  N8 CCT 1.0  N9 (Not Yet Assigned) 1.0  N10 CCT 1.0  N11 CCT 1.0  N12 CCC 1.0  N13 CCT 1.0  N14 (Not Yet Assigned) 1.0  N15 (Not Yet Assigned) 1.0  N16 (Not Yet Assigned) 1.0

  ELEMENTS:

  ELEMENT ID PROPERTY TYPE RELATIVE  STIFFNESS  E1 PBOTELLA 1.000  E2 Main Tie 3 1.000  E3 Main Tie 3 1.000  E4 PBOTELLA 1.000  E5 PBOTELLA 1.000  E6 Main Tie 3 1.000

  E7 Main Tie 3 1.000  E8 PBOTELLA 1.000  E10 Main Tie 3 1.000

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  E13 Main Tie 2 1.000  E14 PBOTELLA 1.000  E15 PBOTELLA 1.000  E16 PBOTELLA 1.000  E17 PBOTELLA 1.000  E20 (Not Yet Assigned) 1.000  E21 Main Tie 1 1.000

  E22 Main Tie 1 1.000  E23 (Not Yet Assigned) 1.000  E24 (Not Yet Assigned) 1.000  E25 (Not Yet Assigned) 1.000  E26 PBOTELLA 1.000  E27 (Not Yet Assigned) 1.000  E28 PBOTELLA 1.000

  ELEMENT ID PROVIDED THICKNESS  WIDTH SCALE FACTOR  (mm)  E1 300.0 1.0

  E2 0.0 1.0  E3 300.0 1.0  E4 150.0 1.0  E5 300.0 1.0  E6 300.0 1.0  E7 200.0 1.0  E8 200.0 1.0  E10 150.0 1.0  E13 150.0 1.0  E14 300.0 1.0  E15 150.0 1.0  E16 300.0 1.0  E17 150.0 1.0

  E20 150.0 1.0  E21 140.0 1.0  E22 140.0 1.0  E23 150.0 1.0  E24 0.0 1.0  E25 150.0 1.0  E26 300.0 1.0  E27 0.0 1.0  E28 300.0 1.0

 S T R E S S - S T R A I N R E L A T I O N S H I P S :

  TYPE NAME # OF POINTS INPUT FIRST SECOND  FORMAT COLUMN COLUMN  NOTATION FOR STRESS-STRAIN FORMAT:  (0) Strain (mm/mm); Stress (MPa)  (1) Stress (MPa); Strain (mm/mm)  (2) Strain (mm/mm); Stress (f'c)  (3) Stress (f'c); Strain (mm/mm)  (4) Strain (mm/mm); Stress (fy)  (5) Stress (fy); Strain (mm/mm)

  TYPE NAME STRESS STRAIN TANGENT MODULUS  (MPa) (mm/mm) (MPa)

  TYPE NAME YIELD POINT ULTIMATE POINT  STRESS STRAIN STRESS STRESS  (MPa) (mm/mm) (MPa) (mm/mm)

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 S T R E S S - S T R A I N R E L A T I O N S H I P A S S I G N M E N T S :

 LOAD CONDITION: LC1

  ELEMENT ID STRESS-STRAIN CURVE SCALE FACTOR

  E1 (Not Yet Assigned) NA  E2 (Not Yet Assigned) NA  E3 (Not Yet Assigned) NA  E4 (Not Yet Assigned) NA  E5 (Not Yet Assigned) NA  E6 (Not Yet Assigned) NA  E7 (Not Yet Assigned) NA  E8 (Not Yet Assigned) NA  E10 (Not Yet Assigned) NA  E13 (Not Yet Assigned) NA  E14 (Not Yet Assigned) NA  E15 (Not Yet Assigned) NA

  E16 (Not Yet Assigned) NA  E17 (Not Yet Assigned) NA  E20 (Not Yet Assigned) NA  E21 (Not Yet Assigned) NA  E22 (Not Yet Assigned) NA  E23 (Not Yet Assigned) NA  E24 (Not Yet Assigned) NA  E25 (Not Yet Assigned) NA  E26 (Not Yet Assigned) NA  E27 (Not Yet Assigned) NA  E28 (Not Yet Assigned) NA

 S T R U C T U R E ' S B O U N D A R Y C O N D I T I O N S :

LOAD CONDITION: LC1

  BEARING PLATES:

  NODE ID LENGTH WIDTH THICKNESS  (mm) (mm) (mm)  N14 850.0 950.0 35.0  N15 850.0 950.0 35.0  N16 850.0 950.0 35.0

  BOUNDARY FORCES OR SUPPORTS:

  NODE ID LOAD SUPPORT DIRECTION  (kN) (deg.)  N1 - YES 180.00  N3 - YES 227.04  N4 - YES 180.00  N14 -107.7 - 0.00  N15 -152.1 - 0.00  N16 -588.4 - 0.00

  SIGN CONVENTION:  (+) Force pointing away from the node

  (-) Force pointing toward the node  Zero force = free node/no support

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 S T R U C T U R E ' S B O D Y F O R C E S O R S U P P O R T S :

LOAD CONDITION: LC1

  NODE ID 1-DIRECTION LOCAL AXIS  FORCE SUPPORT DIRECTION

  (kN) (deg.)  N1 0.0 - 0.00  N2 0.0 - 0.00  N3 0.0 - 0.00  N4 0.0 - 0.00  N5 0.0 - 0.00  N6 0.0 - 0.00  N7 0.0 - 0.00  N8 0.0 - 0.00  N9 0.0 - 0.00  N10 5239.0 - 0.00  N11 -7681.0 - 0.00

  N12 0.0 - 0.00  N13 -48.7 - 0.00  N14 0.0 - 0.00  N15 0.0 - 0.00  N16 0.0 - 0.00

  NODE ID 2-DIRECTION LOCAL AXIS  FORCE SUPPORT DIRECTION  (kN) (deg.)  N1 0.0 - 90.00  N2 0.0 - 90.00  N3 0.0 - 90.00  N4 0.0 - 90.00

  N5 0.0 - 90.00  N6 0.0 - 90.00  N7 0.0 - 90.00  N8 0.0 - 90.00  N9 0.0 - 90.00  N10 0.0 - 90.00  N11 0.0 - 90.00  N12 0.0 - 90.00  N13 0.0 - 90.00  N14 0.0 - 90.00  N15 0.0 - 90.00  N16 0.0 - 90.00

  SIGN CONVENTION:  (+) Force pointing away from the node  (-) Force pointing toward the node  Zero force = free node/no support

 D E S I G N C A L C U L A T I O N R E S U L T S :

 LOAD CONDITION: LC1

 ELEMENTS:

  ELEMENT ID FORCE STRESS STRESS LIMIT/YIELD FORCE  (kN) (MPa) (MPa) (kN)

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  ELEMENT ID STRESS RATIO f'c RATIO Beta RATIO

 NODES:

  NODE ID NODE FACE FORCE STRESS STRESS LIMIT

  (kN) (MPa) (MPa)

  NODE ID NODE FACE STRESS RATIO f'c RATIO Beta RATIO

 D E T A I L E D N O D A L Z O N E A N A L Y S I S R E S U L T S :

 LOAD CONDITION: LC1

  Detailed Nodal Zone analysis has not been performed or has not been successful.

 S I M P L E C A P A C I T Y P R E D I C T I O N R E S U L T S :

 LOAD CONDITION: LC1

  STRENGTH REDUCTION FACTOR: Excluded  STEEL OVERSTRENGTH FACTOR: Excluded

  Simple capacity prediction has not been performed or has not been successful.

 L O A D D E F O R M A T I O N R E S U L T S :

 LOAD CONDITION: LC1

  Load-Deformation analysis has not been performed or has not been successful.