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CFVR7329 - Steel checking according to ASME BPVC III Subsection NF

Building checking

A concrete and steel building is subjected to different pressures on floors and columns. Ct reduction coefficient is taken as 0.85
Determine the total criterion from 60 selected elements after all types of checking according to ASME BPVC III Subsection NF

Element types used in the model: BEAM188, SHELL63

Needed CivilFEM Modules:
Geotechnical Module
Bridges and Civil Non Linearities Module
Advanced Prestressed Concrete Module

The example cannot be launched on an educational license.
KEYWORDS
Beam
Cross Section
Code Checking/Design
Steel
ASME BPVC III NF


Model Statistics
Number of elements 520
Number of nodes 580
Number of civil materials 2
Number of cross sections 12
Number of shell vertices 1

Log file: CFVR7329.DAT


   FINISH
   ~CFCLEAR,,1
   NomFile='CFVR7329'
   /TITLE, %NomFile%, All Checking ASME BPVC III subsection NF. Building

! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! CivilFEM SETUP
~CFACTIV,NUCL,Y
~CODESEL,ASME_NF,ACI,ACI,,CALTRANS
~UNITS,SI

/VUP,ALL,Z ! Vertical Z axis

/PREP7

! Materials
~CFMP,1,LIB,STEEL,ASTM,A572Gr50
~CFMP,2,LIB,CONCRETE,ACI,fc_4000
~CFMP,2,USER
~CFMP,2,DatGen  ,GAM     ,,24517
~CFMP,2,DatGen  ,Gxy     ,,1.1732e+010  
~CFMP,2,ACI_C   ,Ec      ,,2.8158e+010,7,0,0

! Element Types
ET,1,BEAM188,,,2
ET,2,63

! Cross section definition
~SSECLIB,1,1,51,18   ! W 40x331
~SSECLIB,2,1,53,19   ! S 10x25.4
~SSECLIB,3,1,111,8   ! I C 250x37
~SSECLIB,4,1,75,13   ! C    230x  19.9
~SSECLIB,5,1,82,11   ! P 127
~SSECLIB,6,1,77,18   ! L 203x102x15.9
~SSECLIB,7,1,59,3    ! MT  5x  4.50
~SSECLIB,8,1,80,13   ! ST 190x32
~SSECLIB,9,1,105,14  ! 2L 8x6x7/16
~SSECLIB,10,1,81,18  ! TS 406x406
~SSECLIB,11,1,112,16 ! 2 C 200x17.1
~SSECLIB,12,1,112,15 ! 2 C 200x20.5
~SSECLIB,12,1,106,18 ! 4L 8x4x5/8

! Shell Vertex
~SHLRNF,1,0.25,2,0,0.0,0.0,0.0,0.0,0.0,0,0.0,45.0
~SHLMDF,1,NAME,,,Shell Vertex 1

! Member properties
~MEMBPRO,1,ASME_NF,ALL,3.5,1.0,1.0,1.0,1.0,1.0,1.0,0,1,0
~MEMBPRO,1,NAME,Member Property 1
~MEMBPRO,2,ASME_NF,ALL,5.0,1.0,1.0,1.0,1.0,1.0,1.0,0,0,0
~MEMBPRO,2,NAME,Member Property 2

! Beam and Shell properties
~BMSHPRO, 1,BEAM, 1, 1,,,188,2,0,,Beam 1
~BMSHPRO, 2,BEAM, 2, 2,,,188,2,0,,Beam 2
~BMSHPRO, 3,BEAM, 3, 3,,,188,2,0,,Beam 3
~BMSHPRO, 4,BEAM, 4, 4,,,188,2,0,,Beam 4
~BMSHPRO, 5,BEAM, 5, 5,,,188,2,0,,Beam 5
~BMSHPRO, 6,BEAM, 6, 6,,,188,2,0,,Beam 6
~BMSHPRO, 7,BEAM, 7, 7,,,188,2,0,,Beam 7
~BMSHPRO, 8,BEAM, 8, 8,,,188,2,0,,Beam 8
~BMSHPRO, 9,BEAM, 9, 9,,,188,1,0,,Beam 9
~BMSHPRO,10,BEAM,10,10,,,188,1,0,,Beam 10
~BMSHPRO,11,BEAM,11,11,,,188,1,0,,Beam 11
~BMSHPRO,12,BEAM,12,12,,,188,1,0,,Beam 12
~BMSHPRO,13,SHELL,1,1,1,1,63,,,,Shell 13

! Nodes and elements

NFLOOR=9

H=0
A=1
B=2
C=3
D=4
KOR=5

*DO,I,1,NFLOOR
  K,A,0,0,H
  K,B,5,0,H
  K,C,5,5,H
  K,D,0,5,H
  K,KOR,2.5,2.5,H
  H=H+3.5
  A=A+10
  B=B+10
  C=C+10
  D=D+10
  KOR=KOR+10
*ENDDO

A=11
B=12
C=13
D=14

*DO,I,2,NFLOOR
  L,A,B
  L,B,C
  L,C,D
  L,D,A
  A=A+10
  B=B+10
  C=C+10
  D=D+10
*ENDDO

A=1
B=2
C=3
D=4


*DO,I,1,NFLOOR-1
  L,A,A+10
  L,B,B+10
  L,C,C+10
  L,D,D+10
  A=A+10
  B=B+10
  C=C+10
  D=D+10
*ENDDO

H=3.5

*DO,I,1,NFLOOR-1
  LSEL,S,LOC,Z,H
  AL,ALL
  H=H+3.5
*ENDDO

ALLSEL,ALL

LESIZE,ALL, , ,5, , , , ,1

TYPE,1
MAT,1
SECN,

KSEL,S,LOC,X,0
KSEL,R,LOC,Y,0
LSLK,,1

SECNUM,9
LMESH,ALL

KSEL,S,LOC,X,0
KSEL,R,LOC,Y,5
LSLK,,1

SECNUM,10
LMESH,ALL

KSEL,S,LOC,X,5
KSEL,R,LOC,Y,0
LSLK,,1

SECNUM,11
LMESH,ALL

KSEL,S,LOC,X,5
KSEL,R,LOC,Y,5
LSLK,,1

SECNUM,12
LMESH,ALL

H=3.5
KOR=15

*DO,I,1,NFLOOR-1
  LSEL,S,LOC,Z,H
  LATT,1,I,1,,KOR,,I
  LMESH,ALL
  H=H+3.5
  KOR=5+10
*ENDDO

ALLSEL,ALL

TYPE,2
MAT,2
REAL,13
SECN,

AMESH,ALL

/SHRINK,0
/ESHAPE,1.0
/VIEW,1,1,1,1
/REPLOT

/SOLU

NSEL,S,LOC,Z,0

D,ALL, , , , , ,ALL, , , , ,

ALLSEL,ALL

ESEL,S,TYPE,,2

SFE,ALL,1,PRES,,-4000,,,

ALLSEL,ALL

NSEL,S,LOC,X,0
NSEL,R,LOC,Y,0
ESLN,S,1

SFBEAM,ALL,1,PRES,1000,,,,,,

NSEL,S,LOC,X,0
NSEL,R,LOC,Y,5
ESLN,S,1

SFBEAM,ALL,1,PRES,1000,,,,,,

ALLSEL,ALL

/IMAGE,SAVE,%NomFile%,BMP

SOLVE

/POST1

~CFSET,0,1,LAST,
~CHKSTL,TENSION
~CHKSTL,SHEAR
~CHKSTL,COMPRESS
~CHKSTL,BENDING
~CHKSTL,COM_BEND, , ,1
~CHKSTL,TEN_BEND, , ,1

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number
  NComp = 60
  NComp_ch = 0

! Matrix dim.
  *DIM,LABEL,CHAR,Ncomp,1
  *DIM,LABEL_CH,CHAR,Ncomp_ch,1
  *DIM,VALUE,,Ncomp,3
  *DIM,VALUE_CH,CHAR,Ncomp_ch,3
  *DIM,TOLER,,Ncomp,2

! Labels
  LABEL( 1,1) = 'TENS_CRT_1'
  LABEL( 2,1) = 'TENS_CRT_2'
  LABEL( 3,1) = 'TENS_CRT_3'
  LABEL( 4,1) = 'TENS_CRT_4'
  LABEL( 5,1) = 'TENS_CRT_5'
  LABEL( 6,1) = 'TENS_CRT_6'
  LABEL( 7,1) = 'TENS_CRT_7'
  LABEL( 8,1) = 'TENS_CRT_8'
  LABEL( 9,1) = 'TENS_CRT_9'
  LABEL(10,1) = 'TENS_CRT_10'
  LABEL(11,1) = 'SH_CRT_1'
  LABEL(12,1) = 'SH_CRT_2'
  LABEL(13,1) = 'SH_CRT_3'
  LABEL(14,1) = 'SH_CRT_4'
  LABEL(15,1) = 'SH_CRT_5'
  LABEL(16,1) = 'SH_CRT_6'
  LABEL(17,1) = 'SH_CRT_7'
  LABEL(18,1) = 'SH_CRT_8'
  LABEL(19,1) = 'SH_CRT_9'
  LABEL(20,1) = 'SH_CRT_10'
  LABEL(21,1) = 'COMP_CRT_1'
  LABEL(22,1) = 'COMP_CRT_2'
  LABEL(23,1) = 'COMP_CRT_3'
  LABEL(24,1) = 'COMP_CRT_4'
  LABEL(25,1) = 'COMP_CRT_5'
  LABEL(26,1) = 'COMP_CRT_6'
  LABEL(27,1) = 'COMP_CRT_7'
  LABEL(28,1) = 'COMP_CRT_8'
  LABEL(29,1) = 'COMP_CRT_9'
  LABEL(30,1) = 'COMP_CRT_10'
  LABEL(31,1) = 'BEND_CRT_1'
  LABEL(32,1) = 'BEND_CRT_2'
  LABEL(33,1) = 'BEND_CRT_3'
  LABEL(34,1) = 'BEND_CRT_4'
  LABEL(35,1) = 'BEND_CRT_5'
  LABEL(36,1) = 'BEND_CRT_6'
  LABEL(37,1) = 'BEND_CRT_7'
  LABEL(38,1) = 'BEND_CRT_8'
  LABEL(39,1) = 'BEND_CRT_9'
  LABEL(40,1) = 'BEND_CRT_10'
  LABEL(41,1) = 'CB_CRT_1'
  LABEL(42,1) = 'CB_CRT_2'
  LABEL(43,1) = 'CB_CRT_3'
  LABEL(44,1) = 'CB_CRT_4'
  LABEL(45,1) = 'CB_CRT_5'
  LABEL(46,1) = 'CB_CRT_6'
  LABEL(47,1) = 'CB_CRT_7'
  LABEL(48,1) = 'CB_CRT_8'
  LABEL(49,1) = 'CB_CRT_9'
  LABEL(50,1) = 'CB_CRT_10'
  LABEL(51,1) = 'TB_CRT_1'
  LABEL(52,1) = 'TB_CRT_2'
  LABEL(53,1) = 'TB_CRT_3'
  LABEL(54,1) = 'TB_CRT_4'
  LABEL(55,1) = 'TB_CRT_5'
  LABEL(56,1) = 'TB_CRT_6'
  LABEL(57,1) = 'TB_CRT_7'
  LABEL(58,1) = 'TB_CRT_8'
  LABEL(59,1) = 'TB_CRT_9'
  LABEL(60,1) = 'TB_CRT_10'

! Correct values
  VALUE( 1,1)=0.0
  VALUE( 2,1)=0.0
  VALUE( 3,1)=0.319
  VALUE( 4,1)=0.860
  VALUE( 5,1)=0.895
  VALUE( 6,1)=1.225
  VALUE( 7,1)=0.0
  VALUE( 8,1)=0.0
  VALUE( 9,1)=1.709
  VALUE(10,1)=0.0
  VALUE(11,1)=0.319E-1
  VALUE(12,1)=0.142E-1
  VALUE(13,1)=0.102E-1
  VALUE(14,1)=0.243E-1
  VALUE(15,1)=0.702E-2
  VALUE(16,1)=0.590E-2
  VALUE(17,1)=0.125E-1
  VALUE(18,1)=0.511E-2
  VALUE(19,1)=0.875E-3
  VALUE(20,1)=0.240E-2
  VALUE(21,1)=0.109
  VALUE(22,1)=0.210
  VALUE(23,1)=0.0
  VALUE(24,1)=0.0
  VALUE(25,1)=0.0
  VALUE(26,1)=0.0	
  VALUE(27,1)=0.525
  VALUE(28,1)=0.916
  VALUE(29,1)=0.0
  VALUE(30,1)=0.9225
  VALUE(31,1)=0.108
  VALUE(32,1)=0.405E-1
  VALUE(33,1)=0.150E-2
  VALUE(34,1)=0.547E-1
  VALUE(35,1)=0.310E-1
  VALUE(36,1)=0.202E-1
  VALUE(37,1)=0.249E-2
  VALUE(38,1)=0.451E-2
  VALUE(39,1)=0.160E-1
  VALUE(40,1)=0.182E-2
  VALUE(41,1)=0.154
  VALUE(42,1)=0.133
  VALUE(43,1)=0.0
  VALUE(44,1)=0.0
  VALUE(45,1)=0.0
  VALUE(46,1)=0.0
  VALUE(47,1)=0.564E-2
  VALUE(48,1)=0.109E-1
  VALUE(49,1)=0.0
  VALUE(50,1)=0.129E-1
  VALUE(51,1)=0.0
  VALUE(52,1)=0.0
  VALUE(53,1)=0.181E-2
  VALUE(54,1)=0.646E-1
  VALUE(55,1)=0.0            !0.422E-1
  VALUE(56,1)=0.319E-1
  VALUE(57,1)=0.0
  VALUE(58,1)=0.0
  VALUE(59,1)=0.232e-1
  VALUE(60,1)=0.0

! Comparison
 *DO,ii,1,6
   ~CFSET,ii
   ~PLLSSTL,CRT_TOT
   *GET,VALUE(1+10*(ii-1),2),ELEM,41,ETAB,CFETAB_J
   *GET,VALUE(2+10*(ii-1),2),ELEM,121,ETAB,CFETAB_J
   *GET,VALUE(3+10*(ii-1),2),ELEM,171,ETAB,CFETAB_J
   *GET,VALUE(4+10*(ii-1),2),ELEM,191,ETAB,CFETAB_J
   *GET,VALUE(5+10*(ii-1),2),ELEM,211,ETAB,CFETAB_J
   *GET,VALUE(6+10*(ii-1),2),ELEM,231,ETAB,CFETAB_J
   *GET,VALUE(7+10*(ii-1),2),ELEM,251,ETAB,CFETAB_J
   *GET,VALUE(8+10*(ii-1),2),ELEM,271,ETAB,CFETAB_J
   *GET,VALUE(9+10*(ii-1),2),ELEM,291,ETAB,CFETAB_J
   *GET,VALUE(10*ii,2),ELEM,311,ETAB,CFETAB_J
 *ENDDO

! Warning and error tolerances
  *DO,ii,1,60
  TOLER(ii, 1)= 1E-03   $ TOLER(ii, 2)= 1E-03
  *ENDDO
  TOLER(19, 1)= 1E-04   $ TOLER(19, 2)= 1E-04

!--------------------------------------------------------------------------------------
! Results comparison
!--------------------------------------------------------------------------------------
  COMPARA.MAC

Results

LabelTargetCivilFEMRatioTolerance
TENS_CRT 0 00.000 0.001
TENS_CRT 0 00.000 0.001
TENS_CRT 0.319 0.319151.000 0.001
TENS_CRT 0.86 0.859761.000 0.001
TENS_CRT 0.895 0.894991.000 0.001
TENS_CRT 1.225 1.22551.000 0.001
TENS_CRT 0 00.000 0.001
TENS_CRT 0 00.000 0.001
TENS_CRT 1.709 1.70881.000 0.001
TENS_CRT 0 00.000 0.001
SH_CRT_1 0.0319 0.0318561.001 0.001
SH_CRT_2 0.0142 0.0142190.999 0.001
SH_CRT_3 0.0102 0.010161.004 0.001
SH_CRT_4 0.0243 0.0243081.000 0.001
SH_CRT_5 0.00702 0.00702560.999 0.001
SH_CRT_6 0.0059 0.00567431.038 0.001
SH_CRT_7 0.0125 0.0124411.005 0.001
SH_CRT_8 0.00511 0.00511450.999 0.001
SH_CRT_9 0.0008750.000879080.995 0.0001
SH_CRT_1 0.0024 0.00215291.103 0.001
COMP_CRT 0.109 0.10871.003 0.001
COMP_CRT 0.21 0.210450.998 0.001
COMP_CRT 0 00.000 0.001
COMP_CRT 0 00.000 0.001
COMP_CRT 0 00.000 0.001
COMP_CRT 0 00.000 0.001
COMP_CRT 0.525 0.525211.000 0.001
COMP_CRT 0.916 0.915751.000 0.001
COMP_CRT 0 00.000 0.001
COMP_CRT 0.9225 0.922511.000 0.001
BEND_CRT 0.108 0.108390.996 0.001
BEND_CRT 0.0405 0.0404691.001 0.001
BEND_CRT 0.0015 0.00148581.010 0.001
BEND_CRT 0.0547 0.0547320.999 0.001
BEND_CRT 0.031 0.0309721.001 0.001
BEND_CRT 0.0202 0.0202061.000 0.001
BEND_CRT 0.00249 0.00248671.001 0.001
BEND_CRT 0.00451 0.00450761.000 0.001
BEND_CRT 0.016 0.0159631.002 0.001
BEND_CRT 0.00182 0.00181871.001 0.001
CB_CRT_1 0.154 0.154390.997 0.001
CB_CRT_2 0.133 0.133350.997 0.001
CB_CRT_3 0 00.000 0.001
CB_CRT_4 0 00.000 0.001
CB_CRT_5 0 00.000 0.001
CB_CRT_6 0 00.000 0.001
CB_CRT_7 0.00564 0.00563811.000 0.001
CB_CRT_8 0.0109 0.0109390.996 0.001
CB_CRT_9 0 00.000 0.001
CB_CRT_1 0.0129 0.0128761.002 0.001
TB_CRT_1 0 00.000 0.001
TB_CRT_2 0 00.000 0.001
TB_CRT_3 0.00181 0.00179991.006 0.001
TB_CRT_4 0.0646 0.0646341.000 0.001
TB_CRT_5 0 00.000 0.001
TB_CRT_6 0.0319 0.0319690.998 0.001
TB_CRT_7 0 00.000 0.001
TB_CRT_8 0 00.000 0.001
TB_CRT_9 0.0232 0.0232170.999 0.001
TB_CRT_1 0 00.000 0.001

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