CFVR7516 - Steel checking according to ANSI AISC N690-1994
Building checking
A concrete and steel building is subjected to different pressures on floors and columns.
Determine the total criterion from 60 selected elements after all types of checking according to ANSI AISC N690-94
Element types used in the model: BEAM188, SHELL63 Needed CivilFEM Modules: |
|

| 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: CFVR7516.DAT
FINISH ~CFCLEAR,,1 NomFile='CFVR7516' /TITLE, %NomFile%, Checking according to ANSI AISC N690-94. Building ! ------------------------------------------------------------------------------------- ! Initial data ! ------------------------------------------------------------------------------------- ! CivilFEM SETUP ~CFACTIV,NUCL,Y ~CODESEL,N690,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,N690,L,3.5 ~MEMBPRO,2,N690,L,5.0 ! 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,COMPFBK ~CHKSTL,COMPFTBK ~CHKSTL,BENDING ~CHKSTL,SHEAR ~CHKSTL,COMP_BND ~CHKSTL,TENS_BND !-------------------------------------------------------------------------------------- ! DATA CHECK !-------------------------------------------------------------------------------------- ! Data comparison number NComp = 70 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) = 'CMP_CRT_1' LABEL(12,1) = 'CMP_CRT_2' LABEL(13,1) = 'CMP_CRT_3' LABEL(14,1) = 'CMP_CRT_4' LABEL(15,1) = 'CMP_CRT_5' LABEL(16,1) = 'CMP_CRT_6' LABEL(17,1) = 'CMP_CRT_7' LABEL(18,1) = 'CMP_CRT_8' LABEL(19,1) = 'CMP_CRT_9' LABEL(20,1) = 'CMP_CRT_10' LABEL(21,1) = 'CMPT_CRT_1' LABEL(22,1) = 'CMPT_CRT_2' LABEL(23,1) = 'CMPT_CRT_3' LABEL(24,1) = 'CMPT_CRT_4' LABEL(25,1) = 'CMPT_CRT_5' LABEL(26,1) = 'CMPT_CRT_6' LABEL(27,1) = 'CMPT_CRT_7' LABEL(28,1) = 'CMPT_CRT_8' LABEL(29,1) = 'CMPT_CRT_9' LABEL(30,1) = 'CMPT_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) = 'SH_CRT_1' LABEL(42,1) = 'SH_CRT_2' LABEL(43,1) = 'SH_CRT_3' LABEL(44,1) = 'SH_CRT_4' LABEL(45,1) = 'SH_CRT_5' LABEL(46,1) = 'SH_CRT_6' LABEL(47,1) = 'SH_CRT_7' LABEL(48,1) = 'SH_CRT_8' LABEL(49,1) = 'SH_CRT_9' LABEL(50,1) = 'SH_CRT_10' LABEL(51,1) = 'CBND_CRT_1' LABEL(52,1) = 'CBND_CRT_2' LABEL(53,1) = 'CBND_CRT_3' LABEL(54,1) = 'CBND_CRT_4' LABEL(55,1) = 'CBND_CRT_5' LABEL(56,1) = 'CBND_CRT_6' LABEL(57,1) = 'CBND_CRT_7' LABEL(58,1) = 'CBND_CRT_8' LABEL(59,1) = 'CBND_CRT_9' LABEL(60,1) = 'CBND_CRT_10' LABEL(61,1) = 'TBND_CRT_1' LABEL(62,1) = 'TBND_CRT_2' LABEL(63,1) = 'TBND_CRT_3' LABEL(64,1) = 'TBND_CRT_4' LABEL(65,1) = 'TBND_CRT_5' LABEL(66,1) = 'TBND_CRT_6' LABEL(67,1) = 'TBND_CRT_7' LABEL(68,1) = 'TBND_CRT_8' LABEL(69,1) = 'TBND_CRT_9' LABEL(70,1) = 'TBND_CRT_10' ! Correct values VALUE( 1,1)=0.0 VALUE( 2,1)=0.0 VALUE( 3,1)=0.202E-3 VALUE( 4,1)=0.190E-2 VALUE( 5,1)=0.111E-2 VALUE( 6,1)=0.120E-3 VALUE( 7,1)=0.0 VALUE( 8,1)=0.0 VALUE( 9,1)=0.418E-5 VALUE(10,1)=0.0 VALUE(11,1)=0.194E-1 VALUE(12,1)=0.107 VALUE(13,1)=0.0 VALUE(14,1)=0.0 VALUE(15,1)=0.0 VALUE(16,1)=0.0 VALUE(17,1)=0.796D-03 VALUE(18,1)=0.447E-3 VALUE(19,1)=0.0 VALUE(20,1)=0.863E-2 VALUE(21,1)=0.184E-1 VALUE(22,1)=0.107 VALUE(23,1)=0.0 VALUE(24,1)=0.0 VALUE(25,1)=0.0 VALUE(26,1)=0.0 VALUE(27,1)=0.365E-3 VALUE(28,1)=0.459E-3 VALUE(29,1)=0.0 VALUE(30,1)=0.879E-2 VALUE(31,1)=0.508E-1 VALUE(32,1)=0.405E-1 VALUE(33,1)=0.167E-2 VALUE(34,1)=0.113 VALUE(35,1)=0.613E-1 VALUE(36,1)=0.202E-1 VALUE(37,1)=0.248E-2 VALUE(38,1)=0.430E-2 VALUE(39,1)=0.498E-1 VALUE(40,1)=0.506E-2 VALUE(41,1)=0.319E-1 VALUE(42,1)=0.184E-1 VALUE(43,1)=0.975E-2 VALUE(44,1)=0.165E-1 VALUE(45,1)=0.120E-1 VALUE(46,1)=0.591E-2 VALUE(47,1)=0.125E-1 VALUE(48,1)=0.470E-2 VALUE(49,1)=0.122E-2 VALUE(50,1)=0.240E-2 VALUE(51,1)=0.166 VALUE(52,1)=0.183 VALUE(53,1)=0.197E-2 VALUE(54,1)=0.121 VALUE(55,1)=0.752E-1 VALUE(56,1)=0.319E-1 VALUE(57,1)=0.781E-2 VALUE(58,1)=0.326E-1 VALUE(59,1)=0.571E-1 VALUE(60,1)=0.269E-1 VALUE(61,1)=0.148 VALUE(62,1)=0.883D-1 VALUE(63,1)=0.202D-2 VALUE(64,1)=0.123 VALUE(65,1)=0.754E-1 VALUE(66,1)=0.319E-1 VALUE(67,1)=0.819E-2 VALUE(68,1)=0.327E-1 VALUE(69,1)=0.571E-1 VALUE(70,1)=0.215E-1 ! Comparison *DO,ii,1,7 ~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,1,70 TOLER(ii, 1)= 1E-03 $ TOLER(ii, 2)= 1E-03 *ENDDO TOLER( 3, 1)= 1E-04 $ TOLER( 3, 2)= 1E-04 TOLER( 6, 1)= 1E-04 $ TOLER( 6, 2)= 1E-04 TOLER( 9, 1)= 1E-06 $ TOLER( 9, 2)= 1E-06 TOLER(17, 1)= 1E-04 $ TOLER(17, 2)= 1E-04 TOLER(18, 1)= 1E-04 $ TOLER(18, 2)= 1E-04 TOLER(27, 1)= 1E-04 $ TOLER(27, 2)= 1E-04 TOLER(28, 1)= 1E-04 $ TOLER(28, 2)= 1E-04 !-------------------------------------------------------------------------------------- ! Results comparison !-------------------------------------------------------------------------------------- COMPARA.MAC |
Results
| Label | Target | CivilFEM | Ratio | Tolerance |
| TENS_CRT | 0 | 0 | 0.000 | 0.001 |
| TENS_CRT | 0 | 0 | 0.000 | 0.001 |
| TENS_CRT | 0.000202 | 0.00020209 | 1.000 | 0.0001 |
| TENS_CRT | 0.0019 | 0.0019005 | 1.000 | 0.001 |
| TENS_CRT | 0.00111 | 0.0011136 | 0.997 | 0.001 |
| TENS_CRT | 0.00012 | 0.00012159 | 0.987 | 0.0001 |
| TENS_CRT | 0 | 0 | 0.000 | 0.001 |
| TENS_CRT | 0 | 0 | 0.000 | 0.001 |
| TENS_CRT | 4.18e-006 | 4.6709e-006 | 0.883 | 1e-006 |
| TENS_CRT | 0 | 0 | 0.000 | 0.001 |
| CMP_CRT_ | 0.0194 | 0.019404 | 1.000 | 0.001 |
| CMP_CRT_ | 0.107 | 0.10689 | 1.001 | 0.001 |
| CMP_CRT_ | 0 | 0 | 0.000 | 0.001 |
| CMP_CRT_ | 0 | 0 | 0.000 | 0.001 |
| CMP_CRT_ | 0 | 0 | 0.000 | 0.001 |
| CMP_CRT_ | 0 | 0 | 0.000 | 0.001 |
| CMP_CRT_ | 0.000796 | 0.00079594 | 1.000 | 0.0001 |
| CMP_CRT_ | 0.000447 | 0.00043051 | 1.037 | 0.0001 |
| CMP_CRT_ | 0 | 0 | 0.000 | 0.001 |
| CMP_CRT_ | 0.00863 | 0.0086261 | 1.000 | 0.001 |
| CMPT_CRT | 0.0184 | 0.018429 | 0.998 | 0.001 |
| CMPT_CRT | 0.107 | 0.10689 | 1.001 | 0.001 |
| CMPT_CRT | 0 | 0 | 0.000 | 0.001 |
| CMPT_CRT | 0 | 0 | 0.000 | 0.001 |
| CMPT_CRT | 0 | 0 | 0.000 | 0.001 |
| CMPT_CRT | 0 | 0 | 0.000 | 0.001 |
| CMPT_CRT | 0.000365 | 0.00036282 | 1.006 | 0.0001 |
| CMPT_CRT | 0.000459 | 0.00044209 | 1.037 | 0.0001 |
| CMPT_CRT | 0 | 0 | 0.000 | 0.001 |
| CMPT_CRT | 0.00879 | 0.008787 | 1.000 | 0.001 |
| BEND_CRT | 0.0508 | 0.050806 | 1.000 | 0.001 |
| BEND_CRT | 0.0405 | 0.040469 | 1.001 | 0.001 |
| BEND_CRT | 0.00167 | 0.0016614 | 1.005 | 0.001 |
| BEND_CRT | 0.113 | 0.113 | 1.000 | 0.001 |
| BEND_CRT | 0.0613 | 0.06134 | 0.999 | 0.001 |
| BEND_CRT | 0.0202 | 0.020206 | 1.000 | 0.001 |
| BEND_CRT | 0.00248 | 0.0024867 | 0.997 | 0.001 |
| BEND_CRT | 0.0043 | 0.0043181 | 0.996 | 0.001 |
| BEND_CRT | 0.0498 | 0.04999 | 0.996 | 0.001 |
| BEND_CRT | 0.00506 | 0.0051193 | 0.988 | 0.001 |
| SH_CRT_1 | 0.0319 | 0.031856 | 1.001 | 0.001 |
| SH_CRT_2 | 0.0184 | 0.01847 | 0.996 | 0.001 |
| SH_CRT_3 | 0.00975 | 0.0097518 | 1.000 | 0.001 |
| SH_CRT_4 | 0.0165 | 0.016517 | 0.999 | 0.001 |
| SH_CRT_5 | 0.012 | 0.011963 | 1.003 | 0.001 |
| SH_CRT_6 | 0.00591 | 0.0058883 | 1.004 | 0.001 |
| SH_CRT_7 | 0.0125 | 0.012441 | 1.005 | 0.001 |
| SH_CRT_8 | 0.0047 | 0.0046824 | 1.004 | 0.001 |
| SH_CRT_9 | 0.00122 | 0.0012279 | 0.994 | 0.001 |
| SH_CRT_1 | 0.0024 | 0.0024037 | 0.998 | 0.001 |
| CBND_CRT | 0.166 | 0.16584 | 1.001 | 0.001 |
| CBND_CRT | 0.183 | 0.18357 | 0.997 | 0.001 |
| CBND_CRT | 0.00197 | 0.0018113 | 1.081 | 0.001 |
| CBND_CRT | 0.121 | 0.12136 | 0.997 | 0.001 |
| CBND_CRT | 0.0752 | 0.074263 | 1.013 | 0.001 |
| CBND_CRT | 0.0319 | 0.031871 | 1.001 | 0.001 |
| CBND_CRT | 0.00781 | 0.0085288 | 0.908 | 0.001 |
| CBND_CRT | 0.0326 | 0.032716 | 0.996 | 0.001 |
| CBND_CRT | 0.0571 | 0.057241 | 0.998 | 0.001 |
| CBND_CRT | 0.0269 | 0.027055 | 0.994 | 0.001 |
| TBND_CRT | 0.148 | 0.14765 | 1.002 | 0.001 |
| TBND_CRT | 0.0883 | 0.088337 | 1.000 | 0.001 |
| TBND_CRT | 0.00202 | 0.0020134 | 1.003 | 0.001 |
| TBND_CRT | 0.123 | 0.12326 | 0.998 | 0.001 |
| TBND_CRT | 0.0754 | 0.075377 | 1.000 | 0.001 |
| TBND_CRT | 0.0319 | 0.031992 | 0.997 | 0.001 |
| TBND_CRT | 0.00819 | 0.0081702 | 1.002 | 0.001 |
| TBND_CRT | 0.0327 | 0.032676 | 1.001 | 0.001 |
| TBND_CRT | 0.0571 | 0.057245 | 0.998 | 0.001 |
| TBND_CRT | 0.0215 | 0.021605 | 0.995 | 0.001 |
Contains proprietary and confidential information of Ingeciber, S.A.

