Sapandstad.docx
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**************************************************************************** *
START OF ANALYSIS
*
**************************************************************************** * Initiating Analysis At Wed Jan 16 15:15:52 2019 PROGRAM: STAAD.Pro VERSION: 20.07.09.XX 15:15:52:38 ENTERING STAAD 15:15:52:49 entering mainn 15:15:52:55 START JOB INFORMATION 15:15:52:59 INPUT WIDTH 79 15:15:52:63 UNIT METER KN 15:15:52:69 JOINT COORDINATES 15:15:52:73 ENTERING JOINTC 15:15:52:76 JOINTC NEWJ
200000
15:15:52:79 MAX NODE NO.
35
15:15:52:81 MEMBER INCIDENCES 15:15:52:84 DEFINE MATERIAL START 15:15:52:86 MEMBER PROPERTY INDIA 15:15:53: 4 ++ Finished Reading Member Properties ... 15:15:53: 8 CONSTANTS 15:15:53:11 SUPPORTS 15:15:53:13 ENTERING SUPPORT 15:15:53:14 LOAD 1 LOADTYPE DEAD 15:15:53:16 DUPLICATE ELEMENT CHECK 15:15:53:19 CHECKING STRUCTURAL INTEGRITY 15:15:53:20 CHECK UNCONNECTED JOINTS AND 15:15:53:24 CALCULATE MAX JOINT CONNECTIVITY 15:15:53:26 CHECK MULTIPLE STRUCTURES 15:15:53:28 MINIMIZING MATRIX BANDWIDTH
15:15:53:29 ENTERING RENMBR2 15:15:53:31 MINMAX=
24
15:15:53:33 INTERCHANGES
3
15:15:53:35 MAXGBND=
10
15:15:53:36 MAXDIFF=
10
15:15:53:38 MINMAX =
9
15:15:53:40 ENTERING SUPPORT 15:15:53:42 NRJOLD
0
15:15:53:45 SUPPORT NOLD
0
15:15:53:47 SUPPORT N
120
15:15:53:49 BEFORE LOADPR 15:15:53:53 REOPEN AS DIR
0
15:15:53:57 ENTER LOADPR 15:15:53:63 PERFORM ANALYSIS 15:15:53:65 pdel iter
0
15:15:53:67 MAXIMUM E =
3.150002E+03
15:15:53:69 MINIMUM E =
3.150002E+03
15:15:53:71 MBW DOF BAND=
48
15:15:53:74 NUMBER OF PRIMARY CASES
3
15:15:53:76 NUMBER OF CASES
28
15:15:53:79 #OF CASES W/ELEM INMEMORY
28
15:15:53:82 MEMORY FOR MEMBER LOADS
14784
15:15:53:85 BEFORE SOLVER 1 15:15:53:89 Start Input for Next Load Case 15:15:53:97 case no= 1 seq. no= 1 idynl= 0 15:15:53:99 MASSSET 15:15:54: 2 LOADEND ISLAVE 15:15:54: 5 Start Input for Next Load Case 15:15:54: 8 case no= 2 seq. no= 2 idynl= 0
0 0
15:15:54:10 LOADEND ISLAVE
0
15:15:54:13 Start Input for Next Load Case 15:15:54:15 case no= 3 seq. no= 3 idynl= 0 15:15:54:18 LOADEND ISLAVE
0
15:15:54:20 NVPREV 15:15:54:23 AMAXNON
0 3.182415E+00
15:15:54:25 IRECSIZL=
4000
15:15:54:27 MTX BLOCKSIZE= 15:15:54:29 MI=
5760 120
15:15:54:32 NORECL=
2
15:15:54:35 NORECL1=
1
15:15:54:36 IWORD=
32000
15:15:54:39 JRECSIZE=
4000
15:15:54:42 IWORDJ=
32000
15:15:54:47 IBYTE=
4
15:15:54:52 JOINTS=
30
15:15:54:55 MEMBERS=
44
15:15:54:58 PLATES =
0
15:15:54:60 SOLIDS =
0
15:15:54:63 NO. OF EQUATIONS=
120
15:15:54:66 idyn=
0
15:15:54:69 ipd=
0
15:15:54:71 icablanl=
0
15:15:54:74 ++ Processing Element Stiffness Matrix. 15:15:55: 7 BANDWIDTH FROM ELEMENTS 15:15:55:11 NV1
48
3
15:15:55:14 ++ Processing Global Stiffness Matrix. 15:15:55:49 MBAND
48
15:15:55:53 NBLOCK
1
15:15:55:56 NEQB
120
15:15:55:60 NBLK
1
15:15:55:65 ++ Finished Processing Global Stiffness Matrix. 15:15:55:68 ++ Processing Triangular Factorization-2. 15:15:55:70 NBLK
1
15:15:55:75 NBLOCK=
1
15:15:55:78 ++ Finished Triangular Factorization. 15:15:55:83 ++ Calculating Joint Displacement. 15:15:55:87 forward substitute 15:15:55:90 back substitute 15:15:55:94 end redld 15:15:55:97 ++ Finished Joint Displacement Calculation. 15:15:55:99 ++ Calculating Element Forces & Reactions. 15:15:56: 8 COMBINATION CASES=
2
15:15:56:11 MAX CM MEMORY (KILOWORDS)
270
15:15:56:14 AFTER SOLVER 1 15:15:56:20 REOPEN AS SEQ
0
15:15:56:22 LOAD LIST 4 5 15:15:56:25 START CONCRETE DESIGN 15:15:56:34 ENTERING SECTN IQ=
44
15:15:56:36
NSEC=
11
15:15:56:38
ISECTN=
0
15:15:56:41 sectn do 925 15:15:56:47 sectn do 932 15:15:56:54 UNIT METER KN 15:15:56:58 FINISH 15:15:56:61 All Commands FINISHed 15:15:56:63 DATASAVE for SPRO GUI 15:15:56:66 ++ Creating Displacement File (DSP)...
15:15:56:70 ++ Creating Reaction File (REA)... 15:15:56:73 ++ Creating Section Force File (BEN)... 15:15:56:77 ENTERING SECTNM110 IQ=
44
15:15:56:79
NSEC=
11
15:15:56:83
ISECTN=
0
15:15:56:92 sectnm110 do 925 15:15:56:97 sectnm110 do 932 15:15:57: 1 ++ Creating Section Force File (BMD)... 15:15:57: 7 ++ Creating Section Displace File (SEC)... 15:15:57:10 ENTERING ENVLP1 ITYP1=
-5
15:15:57:12 SECT DISPLACE 15:15:57:14 envelp do 606 15:15:57:24 ++ Creating Section Displace File (SCN)... 15:15:57:32 ++ Creating Design information File (DGN)... 15:15:57:36 MAX CM MEMORY (KILOWORDS)
275
15:15:57:39 DBS LONG SEC NAME * End Of Analysis At Wed Jan 16 15:15:57 2019 * CPU usage = 5.311000 * STAAD Exit Code: 100, Warning Count: 0, Error Count: 0, Duration: 5.311 1 0 0 5.311 **************************************************************************** *
END OF ANALYSIS
*
****************************************************************************
START OF ANALYSIS
*
**************************************************************************** * Initiating Analysis At Wed Jan 16 15:15:52 2019 PROGRAM: STAAD.Pro VERSION: 20.07.09.XX 15:15:52:38 ENTERING STAAD 15:15:52:49 entering mainn 15:15:52:55 START JOB INFORMATION 15:15:52:59 INPUT WIDTH 79 15:15:52:63 UNIT METER KN 15:15:52:69 JOINT COORDINATES 15:15:52:73 ENTERING JOINTC 15:15:52:76 JOINTC NEWJ
200000
15:15:52:79 MAX NODE NO.
35
15:15:52:81 MEMBER INCIDENCES 15:15:52:84 DEFINE MATERIAL START 15:15:52:86 MEMBER PROPERTY INDIA 15:15:53: 4 ++ Finished Reading Member Properties ... 15:15:53: 8 CONSTANTS 15:15:53:11 SUPPORTS 15:15:53:13 ENTERING SUPPORT 15:15:53:14 LOAD 1 LOADTYPE DEAD 15:15:53:16 DUPLICATE ELEMENT CHECK 15:15:53:19 CHECKING STRUCTURAL INTEGRITY 15:15:53:20 CHECK UNCONNECTED JOINTS AND 15:15:53:24 CALCULATE MAX JOINT CONNECTIVITY 15:15:53:26 CHECK MULTIPLE STRUCTURES 15:15:53:28 MINIMIZING MATRIX BANDWIDTH
15:15:53:29 ENTERING RENMBR2 15:15:53:31 MINMAX=
24
15:15:53:33 INTERCHANGES
3
15:15:53:35 MAXGBND=
10
15:15:53:36 MAXDIFF=
10
15:15:53:38 MINMAX =
9
15:15:53:40 ENTERING SUPPORT 15:15:53:42 NRJOLD
0
15:15:53:45 SUPPORT NOLD
0
15:15:53:47 SUPPORT N
120
15:15:53:49 BEFORE LOADPR 15:15:53:53 REOPEN AS DIR
0
15:15:53:57 ENTER LOADPR 15:15:53:63 PERFORM ANALYSIS 15:15:53:65 pdel iter
0
15:15:53:67 MAXIMUM E =
3.150002E+03
15:15:53:69 MINIMUM E =
3.150002E+03
15:15:53:71 MBW DOF BAND=
48
15:15:53:74 NUMBER OF PRIMARY CASES
3
15:15:53:76 NUMBER OF CASES
28
15:15:53:79 #OF CASES W/ELEM INMEMORY
28
15:15:53:82 MEMORY FOR MEMBER LOADS
14784
15:15:53:85 BEFORE SOLVER 1 15:15:53:89 Start Input for Next Load Case 15:15:53:97 case no= 1 seq. no= 1 idynl= 0 15:15:53:99 MASSSET 15:15:54: 2 LOADEND ISLAVE 15:15:54: 5 Start Input for Next Load Case 15:15:54: 8 case no= 2 seq. no= 2 idynl= 0
0 0
15:15:54:10 LOADEND ISLAVE
0
15:15:54:13 Start Input for Next Load Case 15:15:54:15 case no= 3 seq. no= 3 idynl= 0 15:15:54:18 LOADEND ISLAVE
0
15:15:54:20 NVPREV 15:15:54:23 AMAXNON
0 3.182415E+00
15:15:54:25 IRECSIZL=
4000
15:15:54:27 MTX BLOCKSIZE= 15:15:54:29 MI=
5760 120
15:15:54:32 NORECL=
2
15:15:54:35 NORECL1=
1
15:15:54:36 IWORD=
32000
15:15:54:39 JRECSIZE=
4000
15:15:54:42 IWORDJ=
32000
15:15:54:47 IBYTE=
4
15:15:54:52 JOINTS=
30
15:15:54:55 MEMBERS=
44
15:15:54:58 PLATES =
0
15:15:54:60 SOLIDS =
0
15:15:54:63 NO. OF EQUATIONS=
120
15:15:54:66 idyn=
0
15:15:54:69 ipd=
0
15:15:54:71 icablanl=
0
15:15:54:74 ++ Processing Element Stiffness Matrix. 15:15:55: 7 BANDWIDTH FROM ELEMENTS 15:15:55:11 NV1
48
3
15:15:55:14 ++ Processing Global Stiffness Matrix. 15:15:55:49 MBAND
48
15:15:55:53 NBLOCK
1
15:15:55:56 NEQB
120
15:15:55:60 NBLK
1
15:15:55:65 ++ Finished Processing Global Stiffness Matrix. 15:15:55:68 ++ Processing Triangular Factorization-2. 15:15:55:70 NBLK
1
15:15:55:75 NBLOCK=
1
15:15:55:78 ++ Finished Triangular Factorization. 15:15:55:83 ++ Calculating Joint Displacement. 15:15:55:87 forward substitute 15:15:55:90 back substitute 15:15:55:94 end redld 15:15:55:97 ++ Finished Joint Displacement Calculation. 15:15:55:99 ++ Calculating Element Forces & Reactions. 15:15:56: 8 COMBINATION CASES=
2
15:15:56:11 MAX CM MEMORY (KILOWORDS)
270
15:15:56:14 AFTER SOLVER 1 15:15:56:20 REOPEN AS SEQ
0
15:15:56:22 LOAD LIST 4 5 15:15:56:25 START CONCRETE DESIGN 15:15:56:34 ENTERING SECTN IQ=
44
15:15:56:36
NSEC=
11
15:15:56:38
ISECTN=
0
15:15:56:41 sectn do 925 15:15:56:47 sectn do 932 15:15:56:54 UNIT METER KN 15:15:56:58 FINISH 15:15:56:61 All Commands FINISHed 15:15:56:63 DATASAVE for SPRO GUI 15:15:56:66 ++ Creating Displacement File (DSP)...
15:15:56:70 ++ Creating Reaction File (REA)... 15:15:56:73 ++ Creating Section Force File (BEN)... 15:15:56:77 ENTERING SECTNM110 IQ=
44
15:15:56:79
NSEC=
11
15:15:56:83
ISECTN=
0
15:15:56:92 sectnm110 do 925 15:15:56:97 sectnm110 do 932 15:15:57: 1 ++ Creating Section Force File (BMD)... 15:15:57: 7 ++ Creating Section Displace File (SEC)... 15:15:57:10 ENTERING ENVLP1 ITYP1=
-5
15:15:57:12 SECT DISPLACE 15:15:57:14 envelp do 606 15:15:57:24 ++ Creating Section Displace File (SCN)... 15:15:57:32 ++ Creating Design information File (DGN)... 15:15:57:36 MAX CM MEMORY (KILOWORDS)
275
15:15:57:39 DBS LONG SEC NAME * End Of Analysis At Wed Jan 16 15:15:57 2019 * CPU usage = 5.311000 * STAAD Exit Code: 100, Warning Count: 0, Error Count: 0, Duration: 5.311 1 0 0 5.311 **************************************************************************** *
END OF ANALYSIS
*
****************************************************************************
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