ACES PSC Module: Parameter List (Last modified: 31/01/2013) This file contains a list of all parameters and variables that appear in the algorithms and equations in the Equations file associated with the PSC module. New parameters can be defined and incorporated into the Equations file but they must first be defined here-in. The rules for creating and defining new parameters are as follows. DEFINING/EDITING PARAMETERS Each row of data after the "Start of data" line represents the following values: 1. The first value (8 characters maximum) is the parameter symbol or name. This must NOT be changed unless every instance of the parameter name is also changed in the Equations list, Defaults file and HTML reports. Refer to item (d) below for instructions regarding string (text) parameters. 2. The second value is the parameter locator and must NOT be changed. Refer to the discussion in item (a) below. 3. The third value is the conversion factor. Refer to the discussion in item (b) below. 4. The fourth value is the display format for the parameter in its dialog box e.g., D0 will display the value as an integer; D1 will display it to one decimal place; D2 to two decimal laces; and E4 will display the value to four decimal places in exponential format (e.g 144,346 as 1.4435E+05). 5. The fifth value is the Description to be used in the forms and dialog boxes. The number of characters and spaces used in the description must not exceed (51-Length of Parameter Name). However, if you wish to suppress the display of the parameter name at the end of the Description line then the total length of the description can be 54 characters in length. 6. The last value may left blank or insert a dash in brackets "(-)" to suppress the display of the parameter name. Refer also to the discussion in item (c) below. (a) Parameter Location Number (second value in row) Parameters may appear anywhere in this list (e.g., alphabetically), but each must be assigned a unique number, otherwise stored data will not reload properly. For ease of use it is recommended that the parameters be inserted into the list in alphabetical order. Note that numerical parameters use a different unique number series than the text parameters. The largest number currently assigned to the previously-entered parameter is displayed at the very end of this file. If new entries are added, this last number must be incremented by one then allocated to the newly created parameter. You must then increment that last number (at the end of the list). Note also that a summary has been given at the end of this file of intermediate location numbers that are available and can be re-used. If you do re-use one of these numbers then delete it from the intermediate numbers list. (b) Conversion factor (third value in row) Note that some parameters need to be compatible with the main ACES module. Values that are recovered from the main ACES program are typically in metres, kN and kPa, whereas those in the PSC module are typically in mm, kN and MPa. The conversion factors specified in this list are used to convert those values stored in the main ACES program to the units used in the module during the transfer process. For example, a conversion factor of 1E03 (ie 1000) will convert the ACES value of length in metres to the PSC module value in millimetres. For data that do not need to be compatible with the main ACES program, (e.g. stresses), the conversion factor would be 1E00 (i.e., 1). (c) Displaying parameter names The program will generally append the parameter name to the end of the parameter description in all of the dialog boxes. If you do NOT require the name to be included in the description append the dash symbol '(-)' after the last comma on the line e.g f`cg, 115,1E00,D0,Mean girder strength,(-) This will be shown as "Mean girder strength" on the dialog box. (d) String (text) parameter names Parameters that hold text (or string) characters must contain the $ sign somewhere within the name. The $ can be anywhere within the parameter name - at the start, in the middle or at the end (eg Note$; Shr$Note). String variable names must not exceed 8 characters (including the $ symbol). String parameters may be embedded in IF.. THEN..ELSE..ENDIF and ITERATE constructs and will be replaced with their equivalent text in the HTML reports. The text includes everything after the “=” sign, including quotation marks if they are any present. Hence it is not necessary to enclose the text in quotes. String variables can only be assigned a max- imum of 44 characters within the eqation list. If a string parameter is encountered in an arithmetic or logical context its value is assumed to be one. Any string parameter that is not explicitly set in the equation list will be shown as blank on the reports. DUMMY (WORK) VARIABLES Nine dummy (work variables) have been predefined and are available for use in intermediate (temporary) calculations. They have been given the names: WorkVar1, WorkVar2,....., WorkVar9 GENERAL RULES . Lines ending with 'reserved' must NOT be used, moved or changed. . All values must be delimited by commas only. . A comma must be appended to the end of each data line but NOT after (-) . Commas & quotes must NOT be used in the parameter description itself . Blank lines and spaces may be used anywhere to delineate data. . String variable names must contain the $ symbol (e.g. Note$, $Comment) . The Greek symbol "ø" designates "phi". . Other Greek letters cannot be represented here-in. . If a parameter is no longer required delete the whole row. . Only parameters that lie within the ****** boundary lines are valid. ********************************* Start of Data ****************************** ? , 1,1E00,D0,undefined, a , 393,1E00,D3,Coefficient a in quadratic a*Vt^2 + b*Vt + c = 0, Aaddlcr , 894,1E00,D0,Additional reo required in comp zone, Aaddltr , 895,1E00,D0,Additional reo required in tensile zone, Aadlcr , 945,1E00,D0,Additional reo required in comp. zone for torsion, Aadltr , 943,1E00,D0,Additional reo required in tension zone for torsion, Abf , 398,1E06,D0,Area of bottom flange, Abotreo , 896,1E00,D0,Area of bottom reinforcement (mm2), Ac , 201,1E06,E4,Effective area of composite beam, Accr , 830,1E06,E4,Area of cracked composite girder, Acltie , 892,1E00,D0,Area of closed tie, Ag , 6,1E06,D0,Area of precast girder, ALRflag ,1052,1E00,D0,Flag tracking need for extra long. reinf, ALRnote$, 148,1E00,D0,Note for tracking need for extra long. reinf, Am , 859,1E00,D0,Area enclosed by median lines of cell walls, Ap , 120,1E00,D0,Area of bonded prestressing steel, Apbar1 , 236,1E00,D0,Area of strand row1, Apbar2 , 237,1E00,D0,Area of strand row2, Apbar3 , 238,1E00,D0,Area of strand row3, Apbar4 , 239,1E00,D0,Area of strand row4, Apbar5 , 240,1E00,D0,Area of strand row5, Apbar6 , 241,1E00,D0,Area of strand row6, Apbar7 , 401,1E00,D0,Area of strand row7, Apbar8 , 402,1E00,D0,Area of strand row8, Apbar9 , 539,1E00,D0,Area of strand row9, Apbar10 , 540,1E00,D0,Area of strand row10, Apbar11 , 541,1E00,D0,Area of strand row11, Apbar12 , 542,1E00,D0,Area of strand row12, Apbar13 , 543,1E00,D0,Area of strand row13, Apbar14 , 544,1E00,D0,Area of strand row14, Apbar15 , 545,1E00,D0,Area of strand row15, Apbar16 , 546,1E00,D0,Area of strand row16, Apbar17 , 547,1E00,D0,Area of strand row17, Apbar18 , 548,1E00,D0,Area of strand row18, Apbar19 , 549,1E00,D0,Area of strand row19, Apbar20 , 550,1E00,D0,Area of strand row20, Aps , 165,1E00,D1,Area of a single PS strand, Apt , 254,1E00,D0,Total area of all prestressing steel, Areac , 141,1E00,D0,Section area below centroid (for shear flow calculation), Arf , 451,1E00,D1,Area of a single bar, Arf1 , 442,1E00,D0,Area of non-ps row1, Arf2 , 443,1E00,D0,Area of non-ps row2, Arf3 , 444,1E00,D0,Area of non-ps row3, Arf4 , 445,1E00,D0,Area of non-ps row4, Arf5 , 446,1E00,D0,Area of non-ps row5, Arf6 , 447,1E00,D0,Area of non-ps row6, Arf7 , 448,1E00,D0,Area of non-ps row7, Arf8 , 449,1E00,D0,Area of non-ps row8, Arf9 , 551,1E00,D0,Area of non-ps row9, Arf10 , 552,1E00,D0,Area of non-ps row10, Arf11 , 553,1E00,D0,Area of non-ps row11, Arf12 , 554,1E00,D0,Area of non-ps row12, Arf13 , 555,1E00,D0,Area of non-ps row13, Arf14 , 556,1E00,D0,Area of non-ps row14, Arf15 , 557,1E00,D0,Area of non-ps row15, Arf16 , 558,1E00,D0,Area of non-ps row16, Arf17 , 559,1E00,D0,Area of non-ps row17, Arf18 , 560,1E00,D0,Area of non-ps row18, Arf19 , 561,1E00,D0,Area of non-ps row19, Arf20 , 562,1E00,D0,Area of non-ps row20, Arft , 450,1E00,D0,Total area of passive steel reinforcement, Arl , 110,1E00,D0,Area of longitudinal reinforcement, As , 32,1E06,D0,Area of insitu concrete slab, Asc , 304,1E00,D0,Area of longitudinal compressive RF, Ast , 305,1E00,D0,Area of longitudinal RF in tensile zone, Asv , 324,1E00,D0,Area of shear reinforcement, Asvmin , 882,1E00,D0,Min shear reinforcement, Asvmin$ , 135,1E00,D0,Min shear reinforcement, AsNote1$, 62,1E00,D0,Minimum steel, AsNote2$, 63,1E00,D0,Minimum steel, Asvs , 325,1E00,D2,Actual area of shear R/F per unit length, Asvsr , 326,1E00,D2,Reqd area of shear R/F per unit length, Asvsr1 , 331,1E00,D1,Reqd area of shear R/F per unit length, Asvsr2 , 379,1E00,D1,Reqd area of shear R/F per unit length, Asws , 883,1E00,D2,Actual total steel/mm2, Aswons , 884,1E00,D2,Required total steel area/mm, Aswonsmi, 885,1E00,D2,Steel area/mm minimum required, Aswst , 886,1E00,D2,Steel area/mm required for torsion, Aswsv , 887,1E00,D2,Steel area/mm required for shear, Aswsmin1, 928,1E00,D2,Minimum ligs required for shear, Aswsmin2, 929,1E00,D2,Minimum ligs required for torsion, Aswstm , 935,1E00,D2,Steel area/mm required for max torsion, Aswstc , 936,1E00,D2,Steel area/mm required for corresp. torsion, Aswsvm , 958,1E00,D2,Steel area/mm required for max shear, Aswsvc , 959,1E00,D2,Steel area/mm required for corresp. shear, At , 203,1E06,D0,Actual area of composite beam, Atg , 919,1E00,D0,Polygon area - vertices at bar centres, Atp , 860,1E00,D0,Area of polygon defined by long. bars, Atadd , 897,1E00,D0,Additional area required, Atadd1 , 873,1E00,D0,Additional area required (for thetatm), Atadd2 , 899,1E00,D0,Additional area required (for thetatc), Atopreo , 898,1E00,D0,Area of top reinforcement (mm2/mm), b , 394,1E00,D3,Coefficient b in quadratic a*Vt^2 + b*Vt + c = 0, BarDcomp, 870,1E00,D0,Diameter of comp. zone bars, BarDtens, 871,1E00,D0,Diameter of tension zone bars, BarDtr1 , 803,1E00,D0,Diameter of passive bar row1, BarDtr2 , 804,1E00,D0,Diameter of passive bar row2, BarDtr3 , 805,1E00,D0,Diameter of passive bar row3, BarDtr4 , 806,1E00,D0,Diameter of passive bar row4, BarDtr5 , 807,1E00,D0,Diameter of passive bar row5, BarDtr6 , 808,1E00,D0,Diameter of passive bar row6, BarDtr7 , 809,1E00,D0,Diameter of passive bar row7, BarDtr8 , 810,1E00,D0,Diameter of passive bar row8, BarDtr9 , 811,1E00,D0,Diameter of passive bar row9, BarDtr10, 812,1E00,D0,Diameter of passive bar row10, BarDtr11, 813,1E00,D0,Diameter of passive bar row11, BarDtr12, 814,1E00,D0,Diameter of passive bar row12, BarDtr13, 815,1E00,D0,Diameter of passive bar row13, BarDtr14, 816,1E00,D0,Diameter of passive bar row14, BarDtr15, 817,1E00,D0,Diameter of passive bar row15, BarDtr16, 818,1E00,D0,Diameter of passive bar row16, BarDtr17, 819,1E00,D0,Diameter of passive bar row17, BarDtr18, 820,1E00,D0,Diameter of passive bar row18, BarDtr19, 821,1E00,D0,Diameter of passive bar row19, BarDtr20, 822,1E00,D0,Diameter of passive bar row20, bef ,1027,1E00,D0,Effective width for moment, Beta1 , 356,1E00,D2,Shear coefficient Beta1,(-) Beta2 , 357,1E00,D2,Shear coefficient Beta2,(-) Beta3 , 358,1E00,D2,Shear coefficient Beta3,(-) bw , 5,1E03,D0,Web thickness, Bw2 , 327,1E00,D0,Sum of widths of both webs, bv , 907,1E00,D0,Effective width of web for shear, c , 395,1E00,D3,Coefficient c in quadratic a*Vt^2 + b*Vt + c = 0, CalcDcb , 537,1E00,D0,Flag to Calculate Dcb using Strain Compatibility, CalcDcb$, 78,1E00,D0,Note associated with the calculation of Dcb, CalcProp, 272,1E00,D0,Flag used to control calculations in equations list, CalcPrp$, 76,1E00,D0,Note associated with the properties auto-calcn flag, CloseTie, 909,1E00,D0,Flag set if closed ties required, Code$ , 75,1E00,D0,Design code text string, CrkNote$, 145,1E00,D0,Crack check note, curvco ,1084,1E00,E4,Design moment curvature, curvpc ,1078,1E00,E4,SW + deck curvature, D , 18,1E03,D0,Overall depth of composite section, Dcb , 213,1E00,D1,Depth to NA of conc. compression block, Dcbnok , 270,1E00,D0,Depth to NA - in slab (dn),(-) Dcbnok1 ,1031,1E00,D0,Depth to NA - in precast flange (dn),(-) Dcbnok2 ,1032,1E00,D0,Depth to NA - in web (dn),(-) DcbNote$, 119,1E00,D0,Method used to calculate Mc, Ddeck , 278,1E00,D1,Deflection due to deck slab, Ddl , 280,1E00,D1,Deflection due to deck + SDL, Def ,1093,1E00,D0,Effective depth for M* offset, DesnSect,1094,1E00,D0,A section in range of sections for summary, Dg , 4,1E03,D0,Girder depth, Dll , 281,1E00,D1,Live load deflection, dn ,1000,1E00,D0,Depth to NA from top fibre, dnacomp ,1083,1E00,D1,Design SLS neutral axis depth, dnapc ,1077,1E00,D1,SW + deck neutral axis depth, DnNote$ , 144,1E00,D0,Location of neutral axis, do , 333,1E00,D0,Dist. far compn fibre to outer tensile RF, doMin , 323,1E00,D0,Minimum allowable do, Dp , 204,1E00,D0,Dist. CG strand group to top fibre, Dpbar1 , 230,1E00,D0,Depth of strand row1 from top, Dpbar2 , 231,1E00,D0,Depth of strand row2 from top, Dpbar3 , 232,1E00,D0,Depth of strand row3 from top, Dpbar4 , 233,1E00,D0,Depth of strand row4 from top, Dpbar5 , 234,1E00,D0,Depth of strand row5 from top, Dpbar6 , 235,1E00,D0,Depth of strand row6 from top, Dpbar7 , 403,1E00,D0,Depth of strand row7 from top, Dpbar8 , 404,1E00,D0,Depth of strand row8 from top, Dpbar9 , 563,1E00,D0,Depth of strand row9 from top, Dpbar10 , 564,1E00,D0,Depth of strand row10 from top, Dpbar11 , 565,1E00,D0,Depth of strand row11 from top, Dpbar12 , 566,1E00,D0,Depth of strand row12 from top, Dpbar13 , 567,1E00,D0,Depth of strand row13 from top, Dpbar14 , 568,1E00,D0,Depth of strand row14 from top, Dpbar15 , 569,1E00,D0,Depth of strand row15 from top, Dpbar16 , 570,1E00,D0,Depth of strand row16 from top, Dpbar17 , 571,1E00,D0,Depth of strand row17 from top, Dpbar18 , 572,1E00,D0,Depth of strand row18 from top, Dpbar19 , 573,1E00,D0,Depth of strand row19 from top, Dpbar20 , 574,1E00,D0,Depth of strand row20 from top, Dperm , 164,1E00,D1,Allowable live load deflection, Dprf1 , 461,1E00,D0,Depth of bar row1 from top, Dprf2 , 462,1E00,D0,Depth of bar row2 from top, Dprf3 , 463,1E00,D0,Depth of bar row3 from top, Dprf4 , 464,1E00,D0,Depth of bar row4 from top, Dprf5 , 465,1E00,D0,Depth of bar row5 from top, Dprf6 , 466,1E00,D0,Depth of bar row6 from top, Dprf7 , 467,1E00,D0,Depth of bar row7 from top, Dprf8 , 468,1E00,D0,Depth of bar row8 from top, Dprf9 , 575,1E00,D0,Depth of bar row9 from top, Dprf10 , 576,1E00,D0,Depth of bar row10 from top, Dprf11 , 577,1E00,D0,Depth of bar row11 from top, Dprf12 , 578,1E00,D0,Depth of bar row12 from top, Dprf13 , 579,1E00,D0,Depth of bar row13 from top, Dprf14 , 580,1E00,D0,Depth of bar row14 from top, Dprf15 , 581,1E00,D0,Depth of bar row15 from top, Dprf16 , 582,1E00,D0,Depth of bar row16 from top, Dprf17 , 583,1E00,D0,Depth of bar row17 from top, Dprf18 , 584,1E00,D0,Depth of bar row18 from top, Dprf19 , 585,1E00,D0,Depth of bar row19 from top, Dprf20 , 586,1E00,D0,Depth of bar row20 from top, Dratio , 282,1E00,D0,Live load deflection ratio, Drperm , 283,1E00,D0,Allowable live load deflection ratio, Ds , 33,1E03,D1,Strand diameter, Dsdl , 279,1E00,D1,Deflection due to SDL, Dsort1 , 502,1E00,D0, 1 in list of sorted items, Dsort2 , 503,1E00,D0, 2 in list of sorted items, Dsort3 , 504,1E00,D0, 3 in list of sorted items, Dsort4 , 505,1E00,D0, 4 in list of sorted items, Dsort5 , 506,1E00,D0, 5 in list of sorted items, Dsort6 , 507,1E00,D0, 6 in list of sorted items, Dsort7 , 508,1E00,D0, 7 in list of sorted items, Dsort8 , 509,1E00,D0, 8 in list of sorted items, Dsort9 , 510,1E00,D0, 9 in list of sorted items, Dsort10 , 511,1E00,D0,10 in list of sorted items, Dsort11 , 512,1E00,D0,11 in list of sorted items, Dsort12 , 513,1E00,D0,12 in list of sorted items, Dsort13 , 514,1E00,D0,13 in list of sorted items, Dsort14 , 515,1E00,D0,14 in list of sorted items, Dsort15 , 516,1E00,D0,15 in list of sorted items, Dsort16 , 517,1E00,D0,16 in list of sorted items, Dsort17 , 587,1E00,D0,17 in list of sorted items, Dsort18 , 588,1E00,D0,17 in list of sorted items, Dsort19 , 589,1E00,D0,17 in list of sorted items, Dsort20 , 590,1E00,D0,17 in list of sorted items, Dsort21 , 591,1E00,D0,17 in list of sorted items, Dsort22 , 592,1E00,D0,17 in list of sorted items, Dsort23 , 593,1E00,D0,17 in list of sorted items, Dsort24 , 594,1E00,D0,17 in list of sorted items, Dsort25 , 595,1E00,D0,17 in list of sorted items, Dsort26 , 596,1E00,D0,17 in list of sorted items, Dsort27 , 597,1E00,D0,17 in list of sorted items, Dsort28 , 598,1E00,D0,17 in list of sorted items, Dsort29 , 599,1E00,D0,17 in list of sorted items, Dsort30 , 600,1E00,D0,17 in list of sorted items, Dsort31 , 601,1E00,D0,17 in list of sorted items, Dsort32 , 602,1E00,D0,17 in list of sorted items, Dsort33 , 603,1E00,D0,17 in list of sorted items, Dsort34 , 604,1E00,D0,17 in list of sorted items, Dsort35 , 605,1E00,D0,17 in list of sorted items, Dsort36 , 606,1E00,D0,17 in list of sorted items, Dsort37 , 607,1E00,D0,17 in list of sorted items, Dsort38 , 608,1E00,D0,17 in list of sorted items, Dsort39 , 609,1E00,D0,17 in list of sorted items, Dsort40 , 610,1E00,D0,17 in list of sorted items, Dsr , 334,1E00,D0,Diameter of shear reinforcement, Dsw , 275,1E00,D1,Deflection due to girder SW, DTRflag ,1051,1E00,D0,Flag for tracking need for extra torsion reinf, DTRnote$, 147,1E00,D0,Note for tracking need for extra torsion reinf, Dwf , 384,1E03,D0,Height to web/flange joint, Dv , 336,1E00,D0,Required web depth, e , 34,1E03,D1,Eccentricity (CG girder-strand group), ec , 35,1E03,D0,Differential eccentricity (ec = Ys - Yc),(-) Ecc1 , 301,1E00,D1,Creep strain, Eg , 11,1E-3,D0,Modulus of girder at 28 days, Egmi , 147,1E-3,D0,Modulus of girder at installation, Egmt , 271,1E-3,D0,Modulus of girder at transfer, Ep , 116,1E00,D0,Modulus of stressing steel, epe ,1029,1E00,D3,Strain in strand due to final PS, epus ,1022,1E00,D4,Strand rupture strain, ep1 ,1012,1E00,D4,Stress-strain - strain point 1, ep2 ,1013,1E00,D4,Stress-strain - strain point 2, ep3 ,1014,1E00,D4,Stress-strain - strain point 3, ep4 ,1015,1E00,D4,Stress-strain - strain point 4, ep5 ,1016,1E00,D4,Stress-strain - strain point 5, ep6 ,1017,1E00,D4,Stress-strain - strain point 6, ep7 ,1018,1E00,D4,Stress-strain - strain point 7, ep8 ,1019,1E00,D4,Stress-strain - strain point 8, ep9 ,1020,1E00,D4,Stress-strain - strain point 9, ep10 ,1021,1E00,D4,Stress-strain - strain point 10, epy ,1023,1E00,D4,Strand yield strain, epyf ,1026,1E00,D4,Strand yield strain factor, Es , 26,1E-3,D0,Elastic modulus of slab, Esr ,1030,1E00,D0,Modulus of reinforcing steel, f , 396,1E00,D3,Determinant of quadratic a*Vt^2 + b*Vt + c = 0, Fbar1 , 242,1E00,D0,Force in strand row 1, Fbar2 , 243,1E00,D0,Force in strand row 2, Fbar3 , 244,1E00,D0,Force in strand row 3, Fbar4 , 245,1E00,D0,Force in strand row 4, Fbar5 , 246,1E00,D0,Force in strand row 5, Fbar6 , 247,1E00,D0,Force in strand row 6, Fbar7 , 405,1E00,D0,Force in strand row 7, Fbar8 , 406,1E00,D0,Force in strand row 8, Fbar9 , 611,1E00,D0,Force in strand row 9, Fbar10 , 612,1E00,D0,Force in strand row 10, Fbar11 , 613,1E00,D0,Force in strand row 11, Fbar12 , 614,1E00,D0,Force in strand row 12, Fbar13 , 615,1E00,D0,Force in strand row 13, Fbar14 , 616,1E00,D0,Force in strand row 14, Fbar15 , 617,1E00,D0,Force in strand row 15, Fbar16 , 618,1E00,D0,Force in strand row 16, Fbar17 , 619,1E00,D0,Force in strand row 17, Fbar18 , 620,1E00,D0,Force in strand row 18, Fbar19 , 621,1E00,D0,Force in strand row 19, Fbar20 , 622,1E00,D0,Force in strand row 20, fbg , 37,1E00,D2,At bottom of precast girder, fbs , 36,1E00,D2,At bottom of insitu slab, Fbrf1 , 469,1E00,D0,Force in bar row 1, Fbrf2 , 470,1E00,D0,Force in bar row 2, Fbrf3 , 471,1E00,D0,Force in bar row 3, Fbrf4 , 472,1E00,D0,Force in bar row 4, Fbrf5 , 473,1E00,D0,Force in bar row 5, Fbrf6 , 474,1E00,D0,Force in bar row 6, Fbrf7 , 475,1E00,D0,Force in bar row 7, Fbrf8 , 476,1E00,D0,Force in bar row 8, Fbrf9 , 623,1E00,D0,Force in bar row 9, Fbrf10 , 624,1E00,D0,Force in bar row 10, Fbrf11 , 625,1E00,D0,Force in bar row 11, Fbrf12 , 626,1E00,D0,Force in bar row 12, Fbrf13 , 627,1E00,D0,Force in bar row 13, Fbrf14 , 628,1E00,D0,Force in bar row 14, Fbrf15 , 629,1E00,D0,Force in bar row 15, Fbrf16 , 630,1E00,D0,Force in bar row 16, Fbrf17 , 631,1E00,D0,Force in bar row 17, Fbrf18 , 632,1E00,D0,Force in bar row 18, Fbrf19 , 633,1E00,D0,Force in bar row 19, Fbrf20 , 634,1E00,D0,Force in bar row 20, Fcadd , 944,1E00,D0,Force required in compression zone, Fcadd0 , 918,1E00,D0,Additional force required in comp zone after range check, fcgs , 117,1E00,D2,Stress at CG strand group, Fconc ,1050,1E00,D0,Total force in concrete, fcocrps ,1064,1E00,D2,Cracking strand stress, fcocrreo,1070,1E00,D2,Cracking moment reinf. stress, fcodlps ,1065,1E00,D2,Design moment strand stress, fcodlreo,1071,1E00,D2,Design moment reinf. stress, fcoincps,1066,1E00,D2,Strand stress increment, fcoincre,1072,1E00,D2,Comp. girder design moment reinf. stress increment, fcrack ,1033,1E00,D0,Allowable crack stress increment, fcs , 375,1E00,D2,Shrinkage tensile stress - uncracked, fcscgs , 138,1E00,D2,Stress at CG strand group, Fctf , 901,1E00,D0,Compressive force in top flange, Fdeck , 139,1E00,D2,Stress due to DL deck, fgb1 , 150,1E00,D2,Girder stress bottom face 1, fgb2 , 151,1E00,D2,Girder stress bottom face 2, fgb3 , 152,1E00,D2,Girder stress bottom face 3, fgb4 , 153,1E00,D2,Girder stress bottom face 4, fgt1 , 154,1E00,D2,Girder stress top face 1, fgt2 , 155,1E00,D2,Girder stress top face 2, fgt3 , 156,1E00,D2,Girder stress top face 3, fgt4 , 157,1E00,D2,Girder stress top face 4, fgbll , 197,1E00,D2,Girder bottom stress - DL + LL, fgbss1 , 176,1E00,D2,Girder bottom stress n1, fgbss2 , 177,1E00,D2,Girder bottom stress n2, fgbss3 , 178,1E00,D2,Girder bottom stress n3, fgbss4 , 179,1E00,D2,Girder bottom stress n4, fgbss5 , 180,1E00,D2,Girder bottom stress n5, fgbss6 , 181,1E00,D2,Girder bottom stress n6, fgbss7 , 182,1E00,D2,Girder bottom stress n7, fgbss8 , 183,1E00,D2,Girder bottom stress n8, fgbsv , 198,1E00,D2,Girder bottom stress - DL + SV, fgtll , 195,1E00,D2,Girder top stress - DL + LL, fgtss1 , 184,1E00,D2,Girder top stress n1, fgtss2 , 185,1E00,D2,Girder top stress n2, fgtss3 , 186,1E00,D2,Girder top stress n3, fgtss4 , 187,1E00,D2,Girder top stress n4, fgtss5 , 188,1E00,D2,Girder top stress n5, fgtss6 , 189,1E00,D2,Girder top stress n6, fgtss7 , 190,1E00,D2,Girder top stress n7, fgtss8 , 191,1E00,D2,Girder top stress n8, fgtsv , 196,1E00,D2,Girder top stress - DL + SV, fmaxsllc, 159,1E00,D2,Max comprn stress, fmaxsllt, 158,1E00,D2,Max tensn stress, fmaxssvc, 161,1E00,D2,Max comprn stress, fmaxssvt, 160,1E00,D2,Max tensn stress, Fperstnd,1087,1E00,D1,Force per strand for Service.State, fp , 202,1E00,D0,Tensile strength of strand, fp1 ,1002,1E00,D1,Stress-strain - stress point 1, fp2 ,1003,1E00,D1,Stress-strain - stress point 2, fp3 ,1004,1E00,D1,Stress-strain - stress point 3, fp4 ,1005,1E00,D1,Stress-strain - stress point 4, fp5 ,1006,1E00,D1,Stress-strain - stress point 5, fp6 ,1007,1E00,D1,Stress-strain - stress point 6, fp7 ,1008,1E00,D1,Stress-strain - stress point 7, fp8 ,1009,1E00,D1,Stress-strain - stress point 8, fp9 ,1010,1E00,D1,Stress-strain - stress point 9, fp10 ,1011,1E00,D1,Stress-strain - stress point 10, fpccrps ,1061,1E00,D2,Cracking strand stress, fpccrreo,1067,1E00,D2,Cracking moment reinforcement stress, fpcdlps ,1062,1E00,D2,SW + deck strand stress, fpcdlreo,1068,1E00,D2,SW + deck reinforcement stress, fpcincps,1063,1E00,D2,Stress increment, fpcincre,1069,1E00,D2,SW + deck reinf. stress increment, Fps , 210,1E00,D0,Total force in steel, Fpso , 536,1E00,D0,Total force in strand only, fpu , 255,1E00,D1,Ultimate strand stress, fpus ,1025,1E00,D1,Strand rupture stress, fpy ,1024,1E00,D1,Yield stress of strand, Fratio , 133,1E00,D2,Ratio (f'cmt/f'cg), Fratio3 , 297,1E00,D2,Ratio (f`cmi/f`cg), Fratio4 , 309,1E00,D2,Ratio (f`cg/f`cg), Frf , 485,1E00,D0,Total force in non-prestressed reo, frfsinc ,1043,1E00,D0,Passive R/F stress increment, fsbll , 167,1E00,D2,Slab bottom stress - DL + LL, fsbss5 , 168,1E00,D2,Slab bottom stress n5, fsbss6 , 169,1E00,D2,Slab bottom stress n6, fsbss7 , 170,1E00,D2,Slab bottom stress n7, fsbss8 , 171,1E00,D2,Slab bottom stress n8, fsbsv , 194,1E00,D2,Slab bottom stress - DL + SV, Fsdl , 140,1E00,D2,Stress due to superimposed DL, Fshr , 40,1E00,D0,Shrinkage force, fslscrck,1034,1E00,D2,Calculated stress increment, Fsort1 , 486,1E00,D0, 1 in list of sorted items, Fsort2 , 487,1E00,D0, 2 in list of sorted items, Fsort3 , 488,1E00,D0, 3 in list of sorted items, Fsort4 , 489,1E00,D0, 4 in list of sorted items, Fsort5 , 490,1E00,D0, 5 in list of sorted items, Fsort6 , 491,1E00,D0, 6 in list of sorted items, Fsort7 , 492,1E00,D0, 7 in list of sorted items, Fsort8 , 493,1E00,D0, 8 in list of sorted items, Fsort9 , 494,1E00,D0, 9 in list of sorted items, Fsort10 , 495,1E00,D0,10 in list of sorted items, Fsort11 , 496,1E00,D0,11 in list of sorted items, Fsort12 , 497,1E00,D0,12 in list of sorted items, Fsort13 , 498,1E00,D0,13 in list of sorted items, Fsort14 , 499,1E00,D0,14 in list of sorted items, Fsort15 , 500,1E00,D0,15 in list of sorted items, Fsort16 , 501,1E00,D0,16 in list of sorted items, Fsort17 , 635,1E00,D0,17 in list of sorted items, Fsort18 , 636,1E00,D0,18 in list of sorted items, Fsort19 , 637,1E00,D0,19 in list of sorted items, Fsort20 , 638,1E00,D0,20 in list of sorted items, Fsort21 , 639,1E00,D0,21 in list of sorted items, Fsort22 , 640,1E00,D0,22 in list of sorted items, Fsort23 , 641,1E00,D0,23 in list of sorted items, Fsort24 , 642,1E00,D0,24 in list of sorted items, Fsort25 , 643,1E00,D0,25 in list of sorted items, Fsort26 , 644,1E00,D0,26 in list of sorted items, Fsort27 , 645,1E00,D0,27 in list of sorted items, Fsort28 , 646,1E00,D0,28 in list of sorted items, Fsort29 , 647,1E00,D0,29 in list of sorted items, Fsort30 , 648,1E00,D0,30 in list of sorted items, Fsort31 , 649,1E00,D0,31 in list of sorted items, Fsort32 , 650,1E00,D0,32 in list of sorted items, Fsort33 , 651,1E00,D0,33 in list of sorted items, Fsort34 , 652,1E00,D0,34 in list of sorted items, Fsort35 , 653,1E00,D0,35 in list of sorted items, Fsort36 , 654,1E00,D0,36 in list of sorted items, Fsort37 , 655,1E00,D0,37 in list of sorted items, Fsort38 , 656,1E00,D0,38 in list of sorted items, Fsort39 , 657,1E00,D0,39 in list of sorted items, Fsort40 , 658,1E00,D0,40 in list of sorted items, fssinc ,1044,1E00,D0,Strand stress increment, Fsteel ,1048,1E00,D0,Sum of Strand and R/F forces, fstll , 192,1E00,D2,Slab top stress - DL + LL, fstss5 , 172,1E00,D2,Slab top stress n5, fstss6 , 173,1E00,D2,Slab top stress n6, fstss7 , 174,1E00,D2,Slab top stress n7, fstss8 , 175,1E00,D2,Slab top stress n8, fstsv , 193,1E00,D2,Slab top stress - DL + SV, Fsug , 103,1E00,D1,-Fshr*1000/SumNA, Fsus , 102,1E00,D1, Fshr*1000/(1/As-n/SumNA), fsy , 306,1E00,D0,Yield strength of long. reinforcement, fsysr , 338,1E00,D0,Yield of shear reinforcement, Ftadd , 940,1E00,D0,Additional force in tension zone, Ftadd1 , 902,1E00,D0,Additional force required (for thetatm), Ftadd2 , 900,1E00,D0,Additional force required (for thetatc), Ftcapbs , 941,1E00,D0,Capacity of strand and bars in tensile zone, Ftbdif , 913,1E00,D0,Residual capacity of bars in tension zone, ftempst , 946,1E00,D2,Stress at top of slab, ftempsb , 947,1E00,D2,Stress at bottom of slab, ftempgt , 948,1E00,D2,Stress at top of girder, ftempgb , 949,1E00,D2,Stress at bottom of girder, ftg , 42,1E00,D2,At top of precast girder, Ftmcorr , 942,1E00,D0,Force due to corresponding moment, fts , 41,1E00,D2,At top of insitu slab, Ftstrand, 872,1E00,D0,Tension in top strands, fuc , 212,1E00,D2,Ultimate compression strength, Fultcf ,1038,1E00,D1,Ultimate concrete force in flange, Fultcs ,1037,1E00,D1,Ultimate concrete force in slab, Fultcw ,1039,1E00,D1,Ultimate concrete force in webs, f`at , 162,1E00,D2,Allowable tensn stress, f`atsv ,1090,1E00,D2,Allowable tensn stress, f`ac , 163,1E00,D2,Allowable comprn stress, f`acsv ,1091,1E00,D2,Allowable comprn stress, f`cf , 337,1E00,D2,Characteristic flexural tensile strength, f`cg , 12,1E00,D0,28 day girder conc strength, f`cmt , 115,1E00,D0,Girder strength at transfer, f`cmi , 294,1E00,D0,Girder strength at installation, f`cs , 30,1E00,D1,28 day slab concrete strength, f`csat , 261,1E00,D2,Allowable service. tension top, f`csac , 262,1E00,D2,Allowable service. comp. bottom, gammaDn ,1028,1E00,D1,Depth of concrete block, Gp , 129,1E03,D0,Exposed girder perimeter, Hel , 313,1E00,D1,Elastic hog, Hgf , 291,1E00,D1,TOTAL FINAL HOG, Hgfc , 290,1E00,D1,Hog due to creep, Hgfps , 289,1E00,D1,Hog due to PS after losses, Hgi , 287,1E00,D1,TOTAL HOG (at installation), Hgic , 285,1E00,D1,Hog due to creep, Hgips , 286,1E00,D1,Hog due to PS after losses, Hps , 276,1E00,D1,Hog due to prestress, Htr , 277,1E00,D1,Girder hog at transfer, Hwebfl , 112,1E00,D0,Height of web block used for shear flow calculations, Ic , 23,1E12,E4,Composite moment of inertia, Iccr , 831,1E12,E4,Cracked composite moment of inertia, Ief , 952,1E12,E4,Effective composite moment of inertia, Ig , 8,1E12,E4,Girder moment of inertia, IncDBar$, 74,1E00,D0,Note to indicate if debonded bars included in analysis, Jf , 43,1E00,D2,Jacking force factor, Jt , 878,1E00,E4,Torsional modulus, k1u , 205,1E00,D2,Ultimate tendon stress coeff 1 (Cl 8.1.5), k1s , 362,1E00,D2,Shrinkage coefficient k1 as per Fig 6.1.7, k2 , 135,1E00,D2,Creep coefficient (Fig 6.1.8A), k2c , 298,1E00,D2,k2 (Fig 6.1.8a), k2d , 52,1E00,D2,k2 (Fig 6.1.8a), k2f , 310,1E00,D2,k2 (Fig 6.1.8a), k2s , 143,1E00,D2,Creep coefficient - slab (Fig 6.1.8A), k2sc , 419,1E00,D2,Creep coefficient k2 as per Fig 6.1.8, k2u , 206,1E00,D2,Ultimate tendon stress coeff 2, k3 , 136,1E00,D2,Creep coefficient (Fig 6.1.8B), k3c , 299,1E00,D2,k3 (Fig 6.1.8b), k3f , 311,1E00,D2,k3 (Fig 6.1.8b), k3s , 144,1E00,D2,Creep coefficient - slab (Fig 6.1.8B), k3sc , 420,1E00,D2,Creep coefficient k3 as per Fig 6.1.8, k5 , 105,1E00,D2,Steam relaxation factor (Fig 6.3.4), k5a , 377,1E00,D2,Steam relaxation factor (Fig 6.3.4), k5b , 378,1E00,D2,Steam relaxation factor (Fig 6.3.4), Ku ,1001,1E00,D3,Final neutral axis depth parameter, KuNote$ , 143,1E00,D0,Section over-reinforced flag, Lcr , 127,1E00,D1,Creep loss ratio, Ledl , 119,1E00,D1,Loss as a percentage of Pj, Lg , 273,1E00,D2,Girder length (m), LFsw , 225,1E00,D2,Ult. factor on self weight, LFslab , 226,1E00,D2,Ult. factor on slab weight, LFsdl , 227,1E00,D2,Ult. factor on SDL, LFll , 228,1E00,D2,Ult. factor on LL , LFhvl , 229,1E00,D2,Ult. factor on HVL, LongReo , 910,1E00,D0,Flag set if extra longitudinal reinforcement is required, Lshr , 114,1E00,D1,Loss as a proportion of Pj, Lsr , 106,1E00,D1,Loss as a percentage of Pj, Lsrl , 146,1E00,D3,Loss due to relaxation, Ltr , 126,1E00,D1,Transfer force ratio, Lss , 838,1E00,D2,Length of strand segment in metres, Lsp , 839,1E00,D2,Length of passive segment in metres, Ltt , 128,1E00,D1,Final loss ratio, Mbar1 , 248,1E00,D0,Moment about top due to row1, Mbar10 , 660,1E00,D0,Moment about top due to row10, Mbar11 , 661,1E00,D0,Moment about top due to row11, Mbar12 , 662,1E00,D0,Moment about top due to row12, Mbar13 , 663,1E00,D0,Moment about top due to row13, Mbar14 , 664,1E00,D0,Moment about top due to row14, Mbar15 , 665,1E00,D0,Moment about top due to row15, Mbar16 , 666,1E00,D0,Moment about top due to row16, Mbar17 , 667,1E00,D0,Moment about top due to row17, Mbar18 , 668,1E00,D0,Moment about top due to row18, Mbar19 , 669,1E00,D0,Moment about top due to row19, Mbar2 , 249,1E00,D0,Moment about top due to row2, Mbar20 , 670,1E00,D0,Moment about top due to row20, Mbar3 , 250,1E00,D0,Moment about top due to row3, Mbar4 , 251,1E00,D0,Moment about top due to row4, Mbar5 , 252,1E00,D0,Moment about top due to row5, Mbar6 , 253,1E00,D0,Moment about top due to row6, Mbar7 , 407,1E00,D0,Moment about top due to row7, Mbar8 , 408,1E00,D0,Moment about top due to row8, Mbar9 , 659,1E00,D0,Moment about top due to row9, Mbrf1 , 477,1E00,D0,Moment about top due to bar row1, Mbrf10 , 672,1E00,D0,Moment about top due to bar row10, Mbrf11 , 673,1E00,D0,Moment about top due to bar row11, Mbrf12 , 674,1E00,D0,Moment about top due to bar row12, Mbrf13 , 675,1E00,D0,Moment about top due to bar row13, Mbrf14 , 676,1E00,D0,Moment about top due to bar row14, Mbrf15 , 677,1E00,D0,Moment about top due to bar row15, Mbrf16 , 678,1E00,D0,Moment about top due to bar row16, Mbrf17 , 679,1E00,D0,Moment about top due to bar row17, Mbrf18 , 680,1E00,D0,Moment about top due to bar row18, Mbrf19 , 681,1E00,D0,Moment about top due to bar row19, Mbrf2 , 478,1E00,D0,Moment about top due to bar row2, Mbrf20 , 682,1E00,D0,Moment about top due to bar row20, Mbrf3 , 479,1E00,D0,Moment about top due to bar row3, Mbrf4 , 480,1E00,D0,Moment about top due to bar row4, Mbrf5 , 481,1E00,D0,Moment about top due to bar row5, Mbrf6 , 482,1E00,D0,Moment about top due to bar row6, Mbrf7 , 483,1E00,D0,Moment about top due to bar row7, Mbrf8 , 484,1E00,D0,Moment about top due to bar row8, Mbrf9 , 671,1E00,D0,Moment about top due to bar row9, Mc , 214,1E00,D0,Moment capacity of concrete, Mcc , 339,1E00,D0,Corresp ultimate moment capacity, Mcf , 340,1E00,D0,Factored ultimate moment capacity, Mcocrack,1058,1E00,D0,Cracking (decompression) moment, Mcodesig,1059,1E00,D0,Design moment, Mcoincr ,1060,1E00,D0,Moment increment, Mcr , 341,1E00,D0,Section cracking moment, Mcs , 211,1E00,D0,Moment capacity of strand+reinf., Mcsr , 535,1E00,D0,Moment capacity of R/F only, Mcss , 534,1E00,D0,Moment capacity of P/S only, Members , 847,1E00,D0,Member number corresponding to section, Mhvl , 47,1E00,D0,Special (heavy) vehicle moment, Mll , 46,1E00,D0,Design Live Load moment, Mllcap ,1092,1E00,D0,Residual Live Load Capacity, Mmax , 217,1E00,D0,Maximum ultimate moment, Mo , 342,1E00,D0,Decompression moment, Mpccrack,1055,1E00,D0,Cracking (decompression) moment, Mpcdlsla,1056,1E00,D0,Moment - SW + deck, Mpcincr ,1057,1E00,D0,Moment increment, Mpe , 200,1E00,D0,Final PS moment (P*e), Mpte , 149,1E00,D0,PS moment at transfer (Pt.e), Mrfsinc ,1046,1E00,D0,Moment due to R/F increment, Msdl , 48,1E00,D0,Superimposed dead load moment, Msdlf , 199,1E00,D0,Superimposed DL x SDLf, Msdlx , 852,1E00,D0,Superimposed dead load moment, Mshr , 50,1E00,D0,Shrinkage moment, Mslab , 49,1E00,D0,Dead load moment: insitu conc slab, Mslabx , 851,1E00,D0,Dead load moment: insitu conc slab, MslNote$, 146,1E00,D0,SLS capacity note, Msls ,1035,1E00,D0,Serviceability moment capacity, Mssinc ,1045,1E00,D0,Moment due to strand increment, Msteel ,1049,1E00,D0,Sum of Strand and R/F moments, Msv , 953,1E00,D0,Serviceability moment, Msvinc ,1047,1E00,D0,Increment of SLS moment over decompression, Msw , 51,1E00,D0,Girder self-weight moment, Mswx , 850,1E00,D0,Girder self-weight moment, Mtc , 307,1E00,D0,Moment corresponding to Vtc, Mtcorr , 854,1E00,D0,Moment corresponding to T*, Mtf , 319,1E00,D0,Moment corresponding to Vtf, Mu , 215,1E00,D0,Ultimate moment capacity, Mu1 , 223,1E00,D0,Ultimate moment DL+SDL+LL, Mu2 , 224,1E00,D0,Ultimate moment DL+SDL+SVL, Muhvl , 218,1E00,D0,Ultimate moment SVL, Mull , 219,1E00,D0,Ultimate moment LL, Mult , 343,1E00,D0,Corresponding moment (M* = Mult),(-) Multcf ,1041,1E00,D1,Corresponding moment in flange, Multcs ,1040,1E00,D1,Corresponding moment in slab, Multcw ,1042,1E00,D1,Corresponding moment in webs, Muomin ,1095,1E00,D0,Min. allow. bending strength, Musdl , 220,1E00,D0,Ultimate moment SDL, Muslab , 221,1E00,D0,Ultimate moment Slab, Musw , 222,1E00,D0,Ultimate moment Girder, Mvcorr , 922,1E00,D0,Moment corresponding to V*, n , 29,1E00,D3,Modular ratio (n = Es/Eg),(-) Naubbars, 950,1E00,D0,Allowable % of unbonded strand, Nbarb1 , 83,1E00,D0,Number of bonded bars in row 1, Nbarb2 , 84,1E00,D0,Number of bonded bars in row 2, Nbarb3 , 85,1E00,D0,Number of bonded bars in row 3, Nbarb4 , 86,1E00,D0,Number of bonded bars in row 4, Nbarb5 , 87,1E00,D0,Number of bonded bars in row 5, Nbarb6 , 88,1E00,D0,Number of bonded bars in row 6, Nbarb7 , 409,1E00,D0,Number of bonded bars in row 7, Nbarb8 , 410,1E00,D0,Number of bonded bars in row 8, Nbarb9 , 683,1E00,D0,Number of bonded bars in row 9, Nbarb10 , 684,1E00,D0,Number of bonded bars in row 10, Nbarb11 , 685,1E00,D0,Number of bonded bars in row 11, Nbarb12 , 686,1E00,D0,Number of bonded bars in row 12, Nbarb13 , 687,1E00,D0,Number of bonded bars in row 13, Nbarb14 , 688,1E00,D0,Number of bonded bars in row 14, Nbarb15 , 689,1E00,D0,Number of bonded bars in row 15, Nbarb16 , 690,1E00,D0,Number of bonded bars in row 16, Nbarb17 , 691,1E00,D0,Number of bonded bars in row 17, Nbarb18 , 692,1E00,D0,Number of bonded bars in row 18, Nbarb19 , 693,1E00,D0,Number of bonded bars in row 19, Nbarb20 , 694,1E00,D0,Number of bonded bars in row 20, Nbard1 , 77,1E00,D0,Number of debonded bars in row 1, Nbard2 , 78,1E00,D0,Number of debonded bars in row 2, Nbard3 , 79,1E00,D0,Number of debonded bars in row 3, Nbard4 , 80,1E00,D0,Number of debonded bars in row 4, Nbard5 , 81,1E00,D0,Number of debonded bars in row 5, Nbard6 , 82,1E00,D0,Number of debonded bars in row 6, Nbard7 , 411,1E00,D0,Number of debonded bars in row 7, Nbard8 , 412,1E00,D0,Number of debonded bars in row 8, Nbard9 , 695,1E00,D0,Number of debonded bars in row 9, Nbard10 , 696,1E00,D0,Number of debonded bars in row 10, Nbard11 , 697,1E00,D0,Number of debonded bars in row 11, Nbard12 , 698,1E00,D0,Number of debonded bars in row 12, Nbard13 , 699,1E00,D0,Number of debonded bars in row 13, Nbard14 , 700,1E00,D0,Number of debonded bars in row 14, Nbard15 , 701,1E00,D0,Number of debonded bars in row 15, Nbard16 , 702,1E00,D0,Number of debonded bars in row 16, Nbard17 , 703,1E00,D0,Number of debonded bars in row 17, Nbard18 , 704,1E00,D0,Number of debonded bars in row 18, Nbard19 , 705,1E00,D0,Number of debonded bars in row 19, Nbard20 , 706,1E00,D0,Number of debonded bars in row 20, Nbars , 68,1E00,D0,Total number of prestressing strands (bars), Nbart1 , 89,1E00,D0,Total number of bars in row 1, Nbart2 , 90,1E00,D0,Total number of bars in row 2, Nbart3 , 91,1E00,D0,Total number of bars in row 3, Nbart4 , 92,1E00,D0,Total number of bars in row 4, Nbart5 , 93,1E00,D0,Total number of bars in row 5, Nbart6 , 94,1E00,D0,Total number of bars in row 6, Nbart7 , 413,1E00,D0,Total number of bars in row 7, Nbart8 , 414,1E00,D0,Total number of bars in row 8, Nbart9 , 707,1E00,D0,Total number of bars in row 9, Nbart10 , 708,1E00,D0,Total number of bars in row 10, Nbart11 , 709,1E00,D0,Total number of bars in row 11, Nbart12 , 710,1E00,D0,Total number of bars in row 12, Nbart13 , 711,1E00,D0,Total number of bars in row 13, Nbart14 , 712,1E00,D0,Total number of bars in row 14, Nbart15 , 713,1E00,D0,Total number of bars in row 15, Nbart16 , 714,1E00,D0,Total number of bars in row 16, Nbart17 , 715,1E00,D0,Total number of bars in row 17, Nbart18 , 716,1E00,D0,Total number of bars in row 18, Nbart19 , 717,1E00,D0,Total number of bars in row 19, Nbart20 , 718,1E00,D0,Total number of bars in row 20, Nbbars , 69,1E00,D0,Total number of bonded prestressing strands, nclty , 861,1E00,D0,Number of closed tie bars per leg, Ndbars , 70,1E00,D0,Total number of debonded prestressing strand, nlegsh , 862,1E00,D0,Number of legs for shear, nlegtor , 863,1E00,D0,Number of legs for torsion, Nodes , 848,1E00,D0,Node number associated with the section, Noscheck, 295,1E00,D0,Prevent activation of SLS crack check, Nrfbrs1 , 433,1E00,D0,Total number of non-ps bars in row1, Nrfbrs2 , 434,1E00,D0,Total number of non-ps bars in row2, Nrfbrs3 , 435,1E00,D0,Total number of non-ps bars in row3, Nrfbrs4 , 436,1E00,D0,Total number of non-ps bars in row4, Nrfbrs5 , 437,1E00,D0,Total number of non-ps bars in row5, Nrfbrs6 , 438,1E00,D0,Total number of non-ps bars in row6, Nrfbrs7 , 439,1E00,D0,Total number of non-ps bars in row7, Nrfbrs8 , 440,1E00,D0,Total number of non-ps bars in row8, Nrfbrs9 , 719,1E00,D0,Total number of non-ps bars in row9, Nrfbrs10, 720,1E00,D0,Total number of non-ps bars in row10, Nrfbrs11, 721,1E00,D0,Total number of non-ps bars in row11, Nrfbrs12, 722,1E00,D0,Total number of non-ps bars in row12, Nrfbrs13, 723,1E00,D0,Total number of non-ps bars in row13, Nrfbrs14, 724,1E00,D0,Total number of non-ps bars in row14, Nrfbrs15, 725,1E00,D0,Total number of non-ps bars in row15, Nrfbrs16, 726,1E00,D0,Total number of non-ps bars in row16, Nrfbrs17, 727,1E00,D0,Total number of non-ps bars in row17, Nrfbrs18, 728,1E00,D0,Total number of non-ps bars in row18, Nrfbrs19, 729,1E00,D0,Total number of non-ps bars in row19, Nrfbrs20, 730,1E00,D0,Total number of non-ps bars in row20, Nrfbarst, 441,1E00,D0,Total number of non-ps bars in all rows, Ntbars , 869,1E00,D0,Number of bars used in tension zone, Ntubbars, 951,1E00,D0,Actual total % of unbonded strand, O , 267,1E00,D2,Ultimate capacity reduction factor, Occ , 264,1E00,D2,Design creep factor-girder (øcc),(-) Occ1 , 315,1E00,D3,Design creep factor, Occ2 , 265,1E00,D2,Design creep factor - slab, Occ3 , 314,1E00,D2,Design creep factor, Occb , 266,1E00,D2,Basic creep factor (øccb),(-) Occb1 , 316,1E00,D2,Basic creep factor (øccb1),(-) Occb3 , 317,1E00,D2,Basic creep factor (øccb3,)(-) Occsc , 421,1E00,D2,Design creep factor øcc, Om , 142,1E00,D2,Ult moment capacity reduction factor, OMu , 268,1E00,D0,Design moment capacity, Os , 855,1E00,D2,Capacity reduction factor - shear, Ot , 856,1E00,D2,Capacity reduction factor - torsion, Ov , 344,1E00,D0,Angle between comprn strut and long. axis, Ovc , 390,1E00,D0,Angle between comprn strut and long. axis, Ov1 , 345,1E00,D0,Angle betwn compn strut & long axis, Ov2 , 386,1E00,D0,Angle betwn compn strut & long axis, OVumax , 346,1E00,D0,Ultimate web crushing shear strength, OVumin , 347,1E00,D0,Ult shear strength with minimum shr RF, ø , 209,1E00,D2,Ultimate capacity reduction factor, øcc , 137,1E00,D2,Design creep factor-girder (øcc),(-) øcc1 , 300,1E00,D3,Design creep factor, øcc2 , 145,1E00,D2,Design creep factor - slab, øcc3 , 312,1E00,D2,Design creep factor, øccb , 134,1E00,D2,Basic creep factor (øccb),(-) øccb1 , 292,1E00,D2,Basic creep factor, øccb3 , 303,1E00,D2,Basic creep factor, øccsc , 424,1E00,D2,Design creep factor øcc, øm , 318,1E00,D2,Ult moment capacity reduction factor, øMu , 216,1E00,D0,Design moment capacity, øVumax , 321,1E00,D0,Ult web crushing shear strength, øVumin , 322,1E00,D0,Ult shear strength with min shear RF, P , 125,1E00,D0,FINAL PS FORCE, Pc1 , 302,1E00,D1,PS loss due to creep, Pcreep , 124,1E00,D0,Loss in PS due to creep, Pelastic, 118,1E00,D0,Elastic deformation loss, Per , 293,1E03,D0,Exposed perimeter, Pj , 53,1E00,D0,Initial jacking force, Pjr , 108,1E00,D0,Prestress force remaining, Prl , 107,1E00,D0,Loss of PS due to relaxation, Prs , 263,1E00,D0,PS remaining after shrinkage, Pshr , 113,1E00,D0,PS loss due to shrinkage, PSsegmts, 845,1E00,D0,Total number of prestressing segments, Pt , 54,1E00,D0,Transfer jacking force, Ptm , 957,1E00,D0,Transfer jacking force (for hog), Pult , 55,1E00,D0,Ult. strand breaking force, Pv , 864,1E00,D0,Post tensioning force, Qfw , 25,1E09,E4,Shear const at flange-web junctn, Qfwcr , 837,1E09,E4,Cracked shear const at flange-web junctn, Qlbwc , 348,1E00,D0,1st momt area comp sectn above centroid, Qlbwf , 349,1E00,D0,1st momt area comp sectn above web/flng, Qna , 24,1E09,E4,Q composite beam at centroid, Qnacr , 836,1E09,E4,Q cracked composite beam at centroid, r , 350,1E00,D3,Ratio of steel in tension to girder area, Raswsy , 920,1E00,D3,Ratio of Asw on spacing (calculated), Rcf , 56,1E00,D2,Residual creep factor (Cl E3.2.2), RFsegmts, 846,1E00,D0,Total number of passive RF segments, Rtv , 877,1E00,D2,Ratio combined torsion to flexural shear, Rtvt , 925,1E00,D2,Ratio of max torsion + corresp. flex shear, Rtvv , 924,1E00,D2,Ratio of max shear + corresp. torsion, Rtv1 , 904,1E00,D2,Ratio combined torsion to flexural shear, Rtv1tmax, 926,1E00,D2,Ratio Tmax + corresp. V, Rtv1vmax, 927,1E00,D2,Ratio Vmax + corresp. T, Rtv2 , 906,1E00,D2,Ratio combined torsion to flexural shear, Rtv2c , 937,1E00,D2,Ratio combined torsion to flexural shear (corresp.), Rtv2t , 938,1E00,D2,Ratio combined torsion to flexural shear (max), s1 , 388,1E00,D2,Axial and bending stress due to prestress at web/flange, s2 , 389,1E00,D2,Conversion constant - Ult moment to stress at web/flange, s1c , 351,1E00,D2,Principal tensile stress due to design PS, s1f , 352,1E00,D2,Principal tensile stress, sc , 353,1E00,D2,Flexural stress at composite centroid, Scbars , 868,1E00,D0,Spacing of additional bars in comp. zone, Sclmax , 875,1E00,D0,Maximum allowable tie spacing, scpf , 354,1E00,D2,Stress due to PS at bottom, Sclostie, 893,1E00,D0,Required spacing of closed ties, Sclmax1 , 917,1E00,D0,Maximum spacing of closed tie, Scp , 880,1E00,D2,Compressive stress, Sdesign , 939,1E00,D0,Tie spacing adopted for design, Sectbmp$, 141,1E00,D0,Section bitmap file, SecNumbs, 844,1E00,D0,Number of sections selected to be designed, SectPSeg, 842,1E00,D0,Passive Reo segment allocated to this section, Sectnum , 849,1E00,D0,Section numbers being designed, SectSSeg, 841,1E00,D0,Strand segment allocated to this section, sf , 355,1E00,D2,Flexural stress at web-flange interface, SDLf , 166,1E00,D2,Superimposed dead load factor, SLSflag ,1088,1E00,D0,Control flag for SLS analysis, SLScase ,1089,1E00,D0,SLS analysis load flag (0=LL,1=SLV), SLScase$, 149,1E00,D0,SLS load case descriptor, Span , 840,1E00,D2,Girder span between supports(m), Srf , 208,1E00,D2,Equivalent compressive stress coeff., st , 359,1E00,D2,Allowable principal tensile strength, Stiecalc, 916,1E00,D0,Calculated tie spacing, SumNA , 101,1E06,E4,SumNA = n*As + 1.0*Ag,(-) Sv , 360,1E00,D0,Actual shear stirrup spacing, Svmax , 376,1E00,D0,Maximum allowable stirrup spacing, Svr , 361,1E00,D0,Required shear reinforcement spacing, Svr1 , 332,1E00,D0,Reqd shear reinforcing spacing, Svr2 , 385,1E00,D0,Reqd shear reinforcing spacing, Tbf , 387,1E03,D0,Thickness of bottom flange, tc , 397,1E03,D2,Ult. shr stress capacity of concrete only (tau), tf , 363,1E00,D2,Ult. shr stress capacity of concrete only (tau), th , 132,1E00,D2,Theoretical thickness, th1 , 296,1E00,D2,Theoretical thickness, th2 , 308,1E00,D2,Theoretical thickness, th3 , 330,1E00,D2,Theoretical thickness, thetat , 888,1E00,D0,Angle of torsional reinforcement, thetatc , 931,1E00,D0,Angle of torsional reinforcement for corresp. tors, thetatm , 932,1E00,D0,Angle of torsional reinforcement for max tors, thetat1 , 914,1E00,D0,Angle of torsional reinforcement after range check, thetav , 889,1E00,D0,Angle of reinforcement, thetavc , 933,1E00,D0,Angle of torsional reinforcement for corresp. shear, thetavm , 934,1E00,D0,Angle of torsional reinforcement for max shear, thetav1 , 915,1E00,D0,Angle of reinforcement after range checks, ThetaWeb,1036,1E00,D3,Web inclination angle (degrees), Thvl , 827,1E00,D0,Special (heavy) vehicle Live Load torsion, Ti , 284,1E00,D0,Days to installation, TieDiam , 867,1E00,D0,Diameter of closed tie, Tll , 826,1E00,D0,Design Live Load torsion, Tnote1$ , 136,1E00,D0,Web crushing result, Tnote2$ , 124,1E00,D0,Is torsional reinforcement required, Tnote3$ , 125,1E00,D0,Are closed ties needed, Tnote4$ , 126,1E00,D0,Not used (in spreadsheet used to indicate STEP3 needed, Tnote5$ , 127,1E00,D0,Is shear reinforcement needed, Tnote6$ , 128,1E00,D0,Is Warner EQ 13.32 satsfied, Tnote7$ , 129,1E00,D0,Is clause 8.3.7 AS5100 satisfied, Tnote8$ , 130,1E00,D0,Is Tus > Tuc, Tnote9$ , 131,1E00,D0,Is combined shear/torsion ratio satisfied, Tnote10$, 132,1E00,D0,Is additional longitudinal reinforcement required, Tnote11$, 133,1E00,D0,Status of longitudinal reinforcement in tensile zone, Tnote12$, 134,1E00,D0,Status of longitudinal reinforcement in comp. zone, Tnote18$, 137,1E00,D0,Note for status of Rtv, Tnote20$, 138,1E00,D0,Note for status of Rtv1, Tnote21$, 139,1E00,D0,Note for Aswsmin, Tnote22$, 140,1E00,D0,Note for Rtv2, TotSects, 843,1E00,D0,Total number of sections in the job, Ts , 17,1E03,D0,Thickness of in-situ slab, Tsdl , 825,1E00,D0,Superimposed dead load torsion, Tslab , 824,1E00,D0,Torsion due to dead load of insitu concrete slab, Tsw , 823,1E00,D0,Torsion due to self-weight of girder, Ttf , 3,1E03,D0,Thickness of top flange, Tuc , 881,1E00,D0,Ultimate strength in pure torsion, Tuc1 , 903,1E00,D0,Ultimate strength in pure torsion, Tucmax , 908,1E00,D0,Allowable unreinforced torsional strength, Tult , 857,1E00,D0,Ultimate design torsion (T*=Tult),(-) Tvcorr , 921,1E00,D0,Torsion corresponding to V*, Tumax , 879,1E00,D0,Ult Torsion strength web crushing, Tus , 890,1E00,D1,Ultimate torsional strength with steel, Tus1 , 955,1E00,D1,Ultimate torsional strength with steel, Tus2 , 956,1E00,D1,Ultimate torsional strength with steel, Ty , 288,1E00,D0,Life of girder (years), Type1 , 518,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type2 , 519,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type3 , 520,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type4 , 521,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type5 , 522,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type6 , 523,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type7 , 524,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type8 , 525,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type9 , 526,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type10 , 527,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type11 , 528,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type12 , 529,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type13 , 530,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type14 , 531,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type15 , 532,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type16 , 533,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type17 , 731,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type18 , 732,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type19 , 733,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type20 , 734,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type21 , 735,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type22 , 736,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type23 , 737,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type24 , 738,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type25 , 739,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type26 , 740,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type27 , 741,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type28 , 742,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type29 , 743,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type30 , 744,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type31 , 745,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type32 , 746,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type33 , 747,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type34 , 748,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type35 , 749,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type36 , 750,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type37 , 751,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type38 , 752,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type39 , 753,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), Type40 , 754,1E00,D0,Type of reinforcement (1=Strand or 2=Passive), TypeRF$ , 77, 1E00,D0,Description of passive reinforcement,(-) u , 57,1E00,D1,Differential shrinkage strain, u1 , 58,1E00,D1,Residual girder shr strain after made comp, u2 , 59,1E00,D1,Shrinkage strain in insitu slab, u3 , 44,1E00,D1,Shrinkage strain at erection, u4 , 422,1E00,D1,Creep strain at erection, u5 ,1085,1E00,D1,Shrink. strain before made composite, u6 ,1086,1E00,D1,Additional Shrink. strain after composite, ubar1 , 960,1E00,D0,Strain in strand row 1, ubar2 , 961,1E00,D0,Strain in strand row 2, ubar3 , 962,1E00,D0,Strain in strand row 3, ubar4 , 963,1E00,D0,Strain in strand row 4, ubar5 , 964,1E00,D0,Strain in strand row 5, ubar6 , 965,1E00,D0,Strain in strand row 6, ubar7 , 966,1E00,D0,Strain in strand row 7, ubar8 , 967,1E00,D0,Strain in strand row 8, ubar9 , 968,1E00,D0,Strain in strand row 9, ubar10 , 969,1E00,D0,Strain in strand row 10, ubar11 , 970,1E00,D0,Strain in strand row 11, ubar12 , 971,1E00,D0,Strain in strand row 12, ubar13 , 972,1E00,D0,Strain in strand row 13, ubar14 , 973,1E00,D0,Strain in strand row 14, ubar15 , 974,1E00,D0,Strain in strand row 15, ubar16 , 975,1E00,D0,Strain in strand row 16, ubar17 , 976,1E00,D0,Strain in strand row 17, ubar18 , 977,1E00,D0,Strain in strand row 18, ubar19 , 978,1E00,D0,Strain in strand row 19, ubar20 , 979,1E00,D0,Strain in strand row 20, ubrf1 , 980,1E00,D0,Strain in bar row 1, ubrf2 , 981,1E00,D0,Strain in bar row 2, ubrf3 , 982,1E00,D0,Strain in bar row 3, ubrf4 , 983,1E00,D0,Strain in bar row 4, ubrf5 , 984,1E00,D0,Strain in bar row 5, ubrf6 , 985,1E00,D0,Strain in bar row 6, ubrf7 , 986,1E00,D0,Strain in bar row 7, ubrf8 , 987,1E00,D0,Strain in bar row 8, ubrf9 , 988,1E00,D0,Strain in bar row 9, ubrf10 , 989,1E00,D0,Strain in bar row 10, ubrf11 , 990,1E00,D0,Strain in bar row 11, ubrf12 , 991,1E00,D0,Strain in bar row 12, ubrf13 , 992,1E00,D0,Strain in bar row 13, ubrf14 , 993,1E00,D0,Strain in bar row 14, ubrf15 , 994,1E00,D0,Strain in bar row 15, ubrf16 , 995,1E00,D0,Strain in bar row 16, ubrf17 , 996,1E00,D0,Strain in bar row 17, ubrf18 , 997,1E00,D0,Strain in bar row 18, ubrf19 , 998,1E00,D0,Strain in bar row 19, ubrf20 , 999,1E00,D0,Strain in bar row 20, ucc , 123,1E00,D1,Total creep strain at CG bars, ucc1 , 121,1E00,D1,Creep strain due to PS+SW, ucc2 , 122,1E00,D1,Creep strain due to deck+SDL, ucocrbot,1080,1E00,D1,Cracking strain at bottom, ucocrtop,1079,1E00,D1,Cracking strain at top, ucodlbot,1082,1E00,D1,Final strain at bottom, ucodltop,1081,1E00,D1,Final strain at top, ucu , 538,1E00,D3,Concrete strain at ultimate, upccrbot,1074,1E00,D1,Cracking strain at bottom, upccrtop,1073,1E00,D1,Cracking strain at top, upcdlbot,1076,1E00,D1,SW + deck strain at bottom, upcdltop,1075,1E00,D1,SW + deck strain at top, us , 109,1E00,D0,Shrinkage strain (Table 6.1.7), ut , 865,1E00,D0,Perimeter of polygon associated with Atg, V0uc , 905,1E00,D0,Design Ultimate shear capacity, v , 207,1E00,D3,Gamma - neutral axis depth parameter, Vdesign , 930,1E00,D0,Required design shear strength, Vtcorr , 858,1E00,D0,Shear corresponding to T*, Vhvl , 61,1E00,D0,Special (heavy) vehicle Live Load shear, Vll , 60,1E00,D0,Design Live Load shear, Vo , 365,1E00,D0,Corresp decompression shear, Vp , 130,1E00,D0,Void perimeter (if any), Vsdl , 62,1E00,D0,Superimposed dead load shear, Vslab , 63,1E00,D0,Shear force due to dead load of insitu concrete slab, Vsw , 64,1E00,D0,Shear force due to self-weight of girder, Vtc , 366,1E00,D0,Conc ult shear capacity - web cracked, Vtmax , 923,1E00,D0,Maximum shear for torsion design, Vtf , 367,1E00,D0,Conc ult shear capacity - web cracked, Vuc , 368,1E00,D0,Ultimate shear capacity of conc alone, Vucc , 369,1E00,D0,Ult shear capacity of web conc alone, VuccFlag, 328,1E00,D0,Web shear cracking note flag, VuccNte$, 64,1E00,D0,Note - web shear cracking at centroid, Vucf , 370,1E00,D0,Ult shear capacity of web conc alone, VucfFlag, 329,1E00,D0,Web shear cracking note flag, VucfNte$, 65,1E00,D0,Note - web shear cracking at web-flange, Vucs , 371,1E00,D0,Ultimate flexural shear capacity of conc, Vuct , 364,1E00,D0,Shear force Vuct as per AS5100, 8.2.7.2(1),(-) Vucmax , 911,1E00,D0,Maximum shear capacity, Vult , 372,1E00,D0,Ultimate design shear force (V* = Vult),(-) Vumax , 874,1E00,D0,Crushing shear strength of concrete, Vumin , 876,1E00,D0,Minimum shear capacity, Vus , 335,1E00,D0,Reqd contribn of shear RF to cap of sectn, Vusteel , 891,1E00,D0,Ultimate shear strength with steel, Vusteel1,1053,1E00,D0,Ultimate shear strength with steel (for thetavm), Vusteel2,1054,1E00,D0,Ultimate shear strength with steel (for thetavc), V* , 853,1E00,D0,Ultimate design shear force (V* = Vult),(-) Wbf , 373,1E03,D0,Bottom flange width, WorkVar1, 256,1E00,D0,Temporary variable for equations, WorkVar2, 257,1E00,D0,Temporary variable for equations, WorkVar3, 258,1E00,D0,Temporary variable for equations, WorkVar4, 259,1E00,D0,Temporary variable for equations, WorkVar5, 260,1E00,D0,Temporary variable for equations, WorkVar6, 380,1E00,D0,Temporary variable for equations, WorkVar7, 381,1E00,D0,Temporary variable for equations, WorkVar8, 382,1E00,D0,Temporary variable for equations, WorkVar9, 383,1E00,D0,Temporary variable for equations, Ws , 104,1E03,D0,Width of in-situ slab, Wtf , 2,1E03,D0,Width of top flange, x , 374,1E03,D0,Distance of section from start of girder, xnode , 828,1E00,D0,Support node closest to section, Xa , 274,1E00,D1,Axial shortening, Xc , 423,1E00,D1,Shortening due to creep, Xe , 320,1E00,D1,Elastic shortening due to axial comprn, Xs , 45,1E00,D1,Shortening due to shrinkage, y2 , 391,1E03,D0,Dist from web/flange to composite centroid, y3 , 392,1E03,D0,Dist from web/flange to p/c girder centroid, Yb , 7,1E03,D0,Location of girder centroid, Ybar , 66,1E03,D0,Distance from bottom of girder to centroid of bar row, Ybarc , 269,1E00,D0,Centroidal offset of section below centroid, Ybarmin , 954,1E00,D0,Dist from bot to outer layer of tensile RF, Ybarr1 , 71,1E03,D0,Distance of bar row 1 from bottom of girder, Ybarr2 , 72,1E03,D0,Distance of bar row 2 from bottom of girder, Ybarr3 , 73,1E03,D0,Distance of bar row 3 from bottom of girder, Ybarr4 , 74,1E03,D0,Distance of bar row 4 from bottom of girder , Ybarr5 , 75,1E03,D0,Distance of bar row 5 from bottom of girder, Ybarr6 , 76,1E03,D0,Distance of bar row 6 from bottom of girder, Ybarr7 , 415,1E03,D0,Distance of bar row 7 from bottom of girder, Ybarr8 , 416,1E03,D0,Distance of bar row 8 from bottom of girder, Ybarr9 , 755,1E03,D0,Distance of bar row 9 from bottom of girder, Ybarr10 , 756,1E03,D0,Distance of bar row 10 from bottom of girder, Ybarr11 , 757,1E03,D0,Distance of bar row 11 from bottom of girder, Ybarr12 , 758,1E03,D0,Distance of bar row 12 from bottom of girder, Ybarr13 , 759,1E03,D0,Distance of bar row 13 from bottom of girder, Ybarr14 , 760,1E03,D0,Distance of bar row 14 from bottom of girder, Ybarr15 , 761,1E03,D0,Distance of bar row 15 from bottom of girder, Ybarr16 , 762,1E03,D0,Distance of bar row 16 from bottom of girder, Ybarr17 , 763,1E03,D0,Distance of bar row 17 from bottom of girder, Ybarr18 , 764,1E03,D0,Distance of bar row 18 from bottom of girder, Ybarr19 , 765,1E03,D0,Distance of bar row 19 from bottom of girder, Ybarr20 , 766,1E03,D0,Distance of bar row 20 from bottom of girder, Ybf , 399,1E03,D0,Distance to centroid of bottom flange, Ybflan , 111,1E00,D0,Distance from flange centroid to composite centroid, YbxNb1 , 95,1E03,D0,Y times total number of bars in row 1, YbxNb2 , 96,1E03,D0,Y times total number of bars in row 2, YbxNb3 , 97,1E03,D0,Y times total number of bars in row 3, YbxNb4 , 98,1E03,D0,Y times total number of bars in row 4, YbxNb5 , 99,1E03,D0,Y times total number of bars in row 5, YbxNb6 , 100,1E03,D0,Y times total number of bars in row 6, YbxNb7 , 417,1E03,D0,Y times total number of bars in row 7, YbxNb8 , 418,1E03,D0,Y times total number of bars in row 8, YbxNb9 , 767,1E03,D0,Y times total number of bars in row 9, YbxNb10 , 768,1E03,D0,Y times total number of bars in row 10, YbxNb11 , 769,1E03,D0,Y times total number of bars in row 11, YbxNb12 , 770,1E03,D0,Y times total number of bars in row 12, YbxNb13 , 771,1E03,D0,Y times total number of bars in row 13, YbxNb14 , 772,1E03,D0,Y times total number of bars in row 14, YbxNb15 , 773,1E03,D0,Y times total number of bars in row 15, YbxNb16 , 774,1E03,D0,Y times total number of bars in row 16, YbxNb17 , 775,1E03,D0,Y times total number of bars in row 17, YbxNb18 , 776,1E03,D0,Y times total number of bars in row 18, YbxNb19 , 777,1E03,D0,Y times total number of bars in row 19, YbxNb20 , 778,1E03,D0,Y times total number of bars in row 20, YbxNrf1 , 452,1E03,D0,Y times total number of non ps bars in row 1, YbxNrf2 , 453,1E03,D0,Y times total number of non ps bars in row 2, YbxNrf3 , 454,1E03,D0,Y times total number of non ps bars in row 3, YbxNrf4 , 455,1E03,D0,Y times total number of non ps bars in row 4, YbxNrf5 , 456,1E03,D0,Y times total number of non ps bars in row 5, YbxNrf6 , 457,1E03,D0,Y times total number of non ps bars in row 6, YbxNrf7 , 458,1E03,D0,Y times total number of non ps bars in row 7, YbxNrf8 , 459,1E03,D0,Y times total number of non ps bars in row 8, YbxNrf9 , 779,1E03,D0,Y times total number of non ps bars in row 9, YbxNrf10, 780,1E03,D0,Y times total number of non ps bars in row 10, YbxNrf11, 781,1E03,D0,Y times total number of non ps bars in row 11, YbxNrf12, 782,1E03,D0,Y times total number of non ps bars in row 12, YbxNrf13, 783,1E03,D0,Y times total number of non ps bars in row 13, YbxNrf14, 784,1E03,D0,Y times total number of non ps bars in row 14, YbxNrf15, 785,1E03,D0,Y times total number of non ps bars in row 15, YbxNrf16, 786,1E03,D0,Y times total number of non ps bars in row 16, YbxNrf17, 787,1E03,D0,Y times total number of non ps bars in row 17, YbxNrf18, 788,1E03,D0,Y times total number of non ps bars in row 18, YbxNrf19, 789,1E03,D0,Y times total number of non ps bars in row 19, YbxNrf20, 790,1E03,D0,Y times total number of non ps bars in row 20, Yc , 27,1E03,D0,Height to composite centroid, Yccr , 829,1E03,D0,Height to cracked composite centroid, Ycgs , 65,1E03,D0,Eccentricity of stressing steel, Yelds$1 , 79,1E00,D0,Strand row 1 status (yielded or elastic), Yelds$2 , 80,1E00,D0,Strand row 2 status (yielded or elastic), Yelds$3 , 81,1E00,D0,Strand row 3 status (yielded or elastic), Yelds$4 , 82,1E00,D0,Strand row 4 status (yielded or elastic), Yelds$5 , 83,1E00,D0,Strand row 5 status (yielded or elastic), Yelds$6 , 84,1E00,D0,Strand row 6 status (yielded or elastic), Yelds$7 , 85,1E00,D0,Strand row 7 status (yielded or elastic), Yelds$8 , 86,1E00,D0,Strand row 8 status (yielded or elastic), Yelds$9 , 95,1E00,D0,Strand row 9 status (yielded or elastic), Yelds$10, 96,1E00,D0,Strand row 10 status (yielded or elastic), Yelds$11, 97,1E00,D0,Strand row 11 status (yielded or elastic), Yelds$12, 98,1E00,D0,Strand row 12 status (yielded or elastic), Yelds$13, 99,1E00,D0,Strand row 13 status (yielded or elastic), Yelds$14, 100,1E00,D0,Strand row 14 status (yielded or elastic), Yelds$15, 101,1E00,D0,Strand row 15 status (yielded or elastic), Yelds$16, 102,1E00,D0,Strand row 16 status (yielded or elastic), Yelds$17, 103,1E00,D0,Strand row 17 status (yielded or elastic), Yelds$18, 104,1E00,D0,Strand row 18 status (yielded or elastic), Yelds$19, 105,1E00,D0,Strand row 19 status (yielded or elastic), Yelds$20, 106,1E00,D0,Strand row 20 status (yielded or elastic), Yeldr$1 , 87,1E00,D0,Bar row 1 status (yielded or elastic), Yeldr$2 , 88,1E00,D0,Bar row 2 status (yielded or elastic), Yeldr$3 , 89,1E00,D0,Bar row 3 status (yielded or elastic), Yeldr$4 , 90,1E00,D0,Bar row 4 status (yielded or elastic), Yeldr$5 , 91,1E00,D0,Bar row 5 status (yielded or elastic), Yeldr$6 , 92,1E00,D0,Bar row 6 status (yielded or elastic), Yeldr$7 , 93,1E00,D0,Bar row 7 status (yielded or elastic), Yeldr$8 , 94,1E00,D0,Bar row 8 status (yielded or elastic), Yeldr$9 , 107,1E00,D0,Bar row 9 status (yielded or elastic), Yeldr$10, 108,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$11, 109,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$12, 110,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$13, 111,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$14, 112,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$15, 113,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$16, 114,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$17, 115,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$18, 116,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$19, 117,1E00,D0,Bar row 10 status (yielded or elastic), Yeldr$20, 118,1E00,D0,Bar row 10 status (yielded or elastic), Ymomsc , 148,1E00,D0,First moment of area of section below centroid, Ynbars , 67,1E03,D0,Sum of (Ybar*Number of bonded bars), Ynbarsrf, 460,1E00,D0,Sum of (Ybar*Number of non ps bars), Yrf1 , 425,1E03,D0,Distance of non-ps row 1 from bottom of girder, Yrf2 , 426,1E03,D0,Distance of non-ps row 2 from bottom of girder, Yrf3 , 427,1E03,D0,Distance of non-ps row 3 from bottom of girder, Yrf4 , 428,1E03,D0,Distance of non-ps row 4 from bottom of girder, Yrf5 , 429,1E03,D0,Distance of non-ps row 5 from bottom of girder, Yrf6 , 430,1E03,D0,Distance of non-ps row 6 from bottom of girder, Yrf7 , 431,1E03,D0,Distance of non-ps row 7 from bottom of girder, Yrf8 , 432,1E03,D0,Distance of non-ps row 8 from bottom of girder, Yrf9 , 791,1E03,D0,Distance of non-ps row 9 from bottom of girder, Yrf10 , 792,1E03,D0,Distance of non-ps row 10 from bottom of girder, Yrf11 , 793,1E03,D0,Distance of non-ps row 11 from bottom of girder, Yrf12 , 794,1E03,D0,Distance of non-ps row 12 from bottom of girder, Yrf13 , 795,1E03,D0,Distance of non-ps row 13 from bottom of girder, Yrf14 , 796,1E03,D0,Distance of non-ps row 14 from bottom of girder, Yrf15 , 797,1E03,D0,Distance of non-ps row 15 from bottom of girder, Yrf16 , 798,1E03,D0,Distance of non-ps row 16 from bottom of girder, Yrf17 , 799,1E03,D0,Distance of non-ps row 17 from bottom of girder, Yrf18 , 800,1E03,D0,Distance of non-ps row 18 from bottom of girder, Yrf19 , 801,1E03,D0,Distance of non-ps row 19 from bottom of girder, Yrf20 , 802,1E03,D0,Distance of non-ps row 20 from bottom of girder, Ys , 28,1E03,D0,Height to slab centroid, yt1 , 866,1E00,D0,Larger dimension of closed tie, yt1fsysr, 912,1E00,D0,Value clause 8.3.7 in AS5100, Ywebfl , 131,1E00,D0,Centroidal offset of web block used for shear flow, Zb , 10,1E09,E4,Section modulus - bottom, Zgb , 22,1E09,E4,Section modulus - girder bottom, Zgbcr , 835,1E09,E4,Section modulus - girder bottom, Zgt , 21,1E09,E4,Section modulus - girder top, Zgtcr , 834,1E09,E4,Cracked section modulus - girder top, Zsb , 20,1E09,E4,Section modulus - slab bottom, Zsbcr , 833,1E09,E4,Cracked section modulus - slab bottom, Zst , 19,1E09,E4,Section modulus - slab top, Zstcr , 832,1E09,E4,Cracked section modulus - slab top, Zt , 9,1E09,E4,Section modulus - top, ****************************** End of Data *************************************** Parameter list modified on: 10 August 2010 Current largest numeric parameter number = 1095 (for numeric params only) Current largest string parameter number = 148 (for string parameters only) In each case increment the appropriate number by 1 if adding a new param. The following information is for ACES use only: - Check capacity in psddat.com (current numeric max set to 1100) - String parameters (Max = 150) First 61 and 65 to 73 and 121 and 122, 141 - are reserved) - The following entries can be re-used: