Staad Pro version: v8i SS6 20.07.11.90
OS: Windows 7 64 bit
Processor: Intel Core i5-4310M CPU @ 2.70GHz
RAM: 8 GB
Model summary: physical member # 21
Time taken (for code check ONLY): 55 minutes
LOG file and input file are attached.
Please advise how to improve the performance.
**************************************************************************** * START OF ANALYSIS * **************************************************************************** * Initiating Analysis At Wed Jul 26 09:12:41 2017 PROGRAM: STAAD.Pro VERSION: 20.07.11.90 9:12:42:38 ENTERING STAAD 9:12:42:41 entering mainn 9:12:42:42 START JOB INFORMATION 9:12:42:42 INPUT WIDTH 79 9:12:42:42 UNIT METER KN 9:12:42:58 JOINT COORDINATES 9:12:42:59 ENTERING JOINTC 9:12:42:59 JOINTC NEWJ 200000 9:12:42:65 MAX NODE NO. 1322 9:12:42:66 MEMBER INCIDENCES 9:12:42:67 ELEMENT INCIDENCES SH 9:12:42:67 ENTERING ELEMEN 9:12:42:88 DEFINE PMEMBER 9:12:42:91 START GROUP DEFINITIO 9:12:42:92 consecutive groups merged 9:12:42:93 ELEMENT PROPERTY 9:12:42:93 ENTERING ELEMEN 9:12:42:95 DEFINE MATERIAL START 9:12:42:96 MEMBER PROPERTY AUSTR 9:12:43: 0 ++ Finished Reading Member Properties ... 9:12:43: 0 MEMBER PROPERTY AUSTR 9:12:43: 2 ++ Finished Reading Member Properties ... 9:12:43: 3 MEMBER PROPERTY COLDF 9:12:43: 4 ++ Finished Reading Member Properties ... 9:12:43: 5 MEMBER PROPERTY COLDF 9:12:43: 6 ++ Finished Reading Member Properties ... 9:12:43: 7 MEMBER PROPERTY AUSTR 9:12:43: 8 ++ Finished Reading Member Properties ... 9:12:43: 9 CONSTANTS 9:12:43:11 SUPPORTS 9:12:43:11 ENTERING SUPPORT 9:12:43:12 SLAVE RIGID MASTER 10 9:12:43:12 DUPLICATE ELEMENT CHECK 9:12:43:13 CHECKING STRUCTURAL INTEGRITY 9:12:43:13 CHECK UNCONNECTED JOINTS AND 9:12:43:14 CALCULATE MAX JOINT CONNECTIVITY 9:12:43:15 MAX CONNECTIVITY 9 9:12:43:15 MINIMIZING MATRIX BANDWIDTH 9:12:43:16 ENTERING RENMBR2 9:12:43:16 MINMAX= 1289 9:12:43:94 ENTERING SUPPORT 9:12:43:97 NRJOLD 0 9:12:43:97 SUPPORT NOLD 0 9:12:43:98 SUPPORT N 7872 9:12:44: 0 DEFINE WIND LOAD 9:12:44: 1 LOAD 1 LOADTYPE DEAD 9:12:44: 1 BEFORE LOADPR 9:12:44: 2 REOPEN AS DIR 0 9:12:44: 3 ENTER LOADPR 9:12:44: 5 PERFORM ANALYSIS 9:12:44: 5 pdel iter 0 9:12:44: 6 MAXIMUM E = 2.973274E+08 9:12:44: 6 MINIMUM E = 3.150002E+03 9:12:44: 6 slavep last call 9:12:44: 7 ICT 7437 9:12:44: 7 MBW DOF BAND= 3766 9:12:44: 8 NUMBER OF PRIMARY CASES 54 9:12:44: 8 NUMBER OF CASES 79 9:12:44: 9 #OF CASES W/ELEM INMEMORY 79 9:12:44: 9 MEMORY FOR MEMBER LOADS 456936 9:12:44:10 MEMORY FOR PLATE LOADS 723008 9:12:44:11 MEMORY FOR DISPLACEMENTS 623310 9:12:44:12 BEFORE SOLVER 1 9:12:44:13 Start Input for Next Load Case 9:12:44:19 case no= 1 seq. no= 1 idynl= 0 9:12:44:20 MASSSET 0 9:12:44:20 LOADEND ISLAVE 0 9:12:44:21 Start Input for Next Load Case 9:12:44:21 case no= 2 seq. no= 2 idynl= 0 9:12:44:22 LOADEND ISLAVE 0 9:12:44:22 Start Input for Next Load Case 9:12:44:23 case no= 3 seq. no= 3 idynl= 0 9:12:44:24 LOADEND ISLAVE 0 9:12:44:24 Start Input for Next Load Case 9:12:44:25 case no= 4 seq. no= 4 idynl= 0 9:12:44:25 LOADEND ISLAVE 0 9:12:44:26 Start Input for Next Load Case 9:12:44:26 case no= 5 seq. no= 5 idynl= 0 9:12:44:27 LOADEND ISLAVE 0 9:12:44:28 Start Input for Next Load Case 9:12:44:28 case no= 6 seq. no= 6 idynl= 0 9:12:44:29 LOADEND ISLAVE 0 9:12:44:30 Start Input for Next Load Case 9:12:44:30 case no= 7 seq. no= 7 idynl= 0 9:12:44:31 LOADEND ISLAVE 0 9:12:44:32 Start Input for Next Load Case 9:12:44:32 case no= 8 seq. no= 8 idynl= 0 9:12:44:33 LOADEND ISLAVE 0 9:12:44:33 Start Input for Next Load Case 9:12:44:34 case no= 9 seq. no= 9 idynl= 0 9:12:44:34 LOADEND ISLAVE 0 9:12:44:34 Start Input for Next Load Case 9:12:44:35 case no= 10 seq. no= 10 idynl= 0 9:12:44:36 LOADEND ISLAVE 0 9:12:44:36 Start Input for Next Load Case 9:12:44:37 case no= 11 seq. no= 11 idynl= 0 9:12:44:37 LOADEND ISLAVE 0 9:12:44:38 Start Input for Next Load Case 9:12:44:38 case no= 12 seq. no= 12 idynl= 0 9:12:44:39 LOADEND ISLAVE 0 9:12:44:40 Start Input for Next Load Case 9:12:44:40 case no= 13 seq. no= 13 idynl= 0 9:12:44:41 LOADEND ISLAVE 0 9:12:44:41 Start Input for Next Load Case 9:12:44:42 case no= 14 seq. no= 14 idynl= 0 9:12:44:42 LOADEND ISLAVE 0 9:12:44:43 Start Input for Next Load Case 9:12:44:43 case no= 15 seq. no= 15 idynl= 0 9:12:44:44 LOADEND ISLAVE 0 9:12:44:44 Start Input for Next Load Case 9:12:44:45 case no= 16 seq. no= 16 idynl= 0 9:12:44:45 LOADEND ISLAVE 0 9:12:44:46 Start Input for Next Load Case 9:12:44:46 case no= 17 seq. no= 17 idynl= 0 9:12:44:47 LOADEND ISLAVE 0 9:12:44:47 Start Input for Next Load Case 9:12:44:48 case no= 18 seq. no= 18 idynl= 0 9:12:44:48 LOADEND ISLAVE 0 9:12:44:49 Start Input for Next Load Case 9:12:44:49 case no= 19 seq. no= 19 idynl= 0 9:12:44:50 LOADEND ISLAVE 0 9:12:44:50 Start Input for Next Load Case 9:12:44:51 case no= 20 seq. no= 20 idynl= 0 9:12:44:52 LOADEND ISLAVE 0 9:12:44:52 Start Input for Next Load Case 9:12:44:53 case no= 21 seq. no= 21 idynl= 0 9:12:44:53 LOADEND ISLAVE 0 9:12:44:54 Start Input for Next Load Case 9:12:44:54 case no= 22 seq. no= 22 idynl= 0 9:12:44:55 LOADEND ISLAVE 0 9:12:44:55 Start Input for Next Load Case 9:12:44:56 case no= 23 seq. no= 23 idynl= 0 9:12:44:56 LOADEND ISLAVE 0 9:12:44:57 Start Input for Next Load Case 9:12:44:57 case no= 24 seq. no= 24 idynl= 0 9:12:44:57 LOADEND ISLAVE 0 9:12:44:58 Start Input for Next Load Case 9:12:44:59 case no= 25 seq. no= 25 idynl= 0 9:12:44:59 LOADEND ISLAVE 0 9:12:44:59 Start Input for Next Load Case 9:12:44:60 case no= 26 seq. no= 26 idynl= 0 9:12:44:60 LOADEND ISLAVE 0 9:12:44:61 Start Input for Next Load Case 9:12:44:62 case no= 27 seq. no= 27 idynl= 0 9:12:44:62 LOADEND ISLAVE 0 9:12:44:63 Start Input for Next Load Case 9:12:44:63 case no= 28 seq. no= 28 idynl= 0 9:12:44:64 LOADEND ISLAVE 0 9:12:44:64 Start Input for Next Load Case 9:12:44:65 case no= 29 seq. no= 29 idynl= 0 9:12:44:65 LOADEND ISLAVE 0 9:12:44:66 Start Input for Next Load Case 9:12:44:66 case no= 30 seq. no= 30 idynl= 0 9:12:44:67 LOADEND ISLAVE 0 9:12:44:67 Start Input for Next Load Case 9:12:44:68 case no= 31 seq. no= 31 idynl= 0 9:12:44:68 LOADEND ISLAVE 0 9:12:44:69 Start Input for Next Load Case 9:12:44:69 case no= 32 seq. no= 32 idynl= 0 9:12:44:70 LOADEND ISLAVE 0 9:12:44:70 Start Input for Next Load Case 9:12:44:72 case no= 33 seq. no= 33 idynl= 0 9:12:44:73 LOADEND ISLAVE 0 9:12:44:73 Start Input for Next Load Case 9:12:44:76 case no= 34 seq. no= 34 idynl= 0 9:12:44:76 LOADEND ISLAVE 0 9:12:44:77 Start Input for Next Load Case 9:12:44:77 case no= 35 seq. no= 35 idynl= 0 9:12:44:78 LOADEND ISLAVE 0 9:12:44:78 Start Input for Next Load Case 9:12:44:79 case no= 36 seq. no= 36 idynl= 0 9:12:44:79 LOADEND ISLAVE 0 9:12:44:80 Start Input for Next Load Case 9:12:44:81 case no= 37 seq. no= 37 idynl= 0 9:12:44:81 LOADEND ISLAVE 0 9:12:44:81 Start Input for Next Load Case 9:12:44:82 case no= 38 seq. no= 38 idynl= 0 9:12:44:82 LOADEND ISLAVE 0 9:12:44:83 Start Input for Next Load Case 9:12:44:84 case no= 39 seq. no= 39 idynl= 0 9:12:44:84 LOADEND ISLAVE 0 9:12:44:85 Start Input for Next Load Case 9:12:44:85 case no= 40 seq. no= 40 idynl= 0 9:12:44:86 LOADEND ISLAVE 0 9:12:44:86 Start Input for Next Load Case 9:12:44:93 case no= 41 seq. no= 41 idynl= 0 9:12:44:93 LOADEND ISLAVE 0 9:12:44:94 Start Input for Next Load Case 9:12:45: 0 case no= 42 seq. no= 42 idynl= 0 9:12:45: 1 LOADEND ISLAVE 0 9:12:45: 1 Start Input for Next Load Case 9:12:45: 6 case no= 43 seq. no= 43 idynl= 0 9:12:45: 7 LOADEND ISLAVE 0 9:12:45: 8 Start Input for Next Load Case 9:12:45:13 case no= 44 seq. no= 44 idynl= 0 9:12:45:13 LOADEND ISLAVE 0 9:12:45:13 Start Input for Next Load Case 9:12:45:14 case no= 45 seq. no= 45 idynl= 0 9:12:45:14 LOADEND ISLAVE 0 9:12:45:15 Start Input for Next Load Case 9:12:45:16 case no= 46 seq. no= 46 idynl= 0 9:12:45:16 LOADEND ISLAVE 0 9:12:45:17 Start Input for Next Load Case 9:12:45:17 case no= 47 seq. no= 47 idynl= 0 9:12:45:18 LOADEND ISLAVE 0 9:12:45:18 Start Input for Next Load Case 9:12:45:19 case no= 48 seq. no= 48 idynl= 0 9:12:45:20 LOADEND ISLAVE 0 9:12:45:20 Start Input for Next Load Case 9:12:45:20 case no= 49 seq. no= 49 idynl= 0 9:12:45:21 LOADEND ISLAVE 0 9:12:45:22 Start Input for Next Load Case 9:12:45:22 case no= 50 seq. no= 50 idynl= 0 9:12:45:23 LOADEND ISLAVE 0 9:12:45:24 Start Input for Next Load Case 9:12:45:24 case no= 51 seq. no= 51 idynl= 0 9:12:45:24 LOADEND ISLAVE 0 9:12:45:25 Start Input for Next Load Case 9:12:45:26 case no= 52 seq. no= 52 idynl= 0 9:12:45:26 LOADEND ISLAVE 0 9:12:45:27 Start Input for Next Load Case 9:12:45:27 case no= 53 seq. no= 53 idynl= 0 9:12:45:28 LOADEND ISLAVE 0 9:12:45:29 Start Input for Next Load Case 9:12:45:29 case no= 54 seq. no= 54 idynl= 0 9:12:45:30 LOADEND ISLAVE 0 9:12:45:31 NVPREV 0 9:12:45:31 AMAXNON 3.561024E+00 9:12:45:31 IRECSIZL= 4000 9:12:45:32 MTX BLOCKSIZE= 116746 9:12:45:33 MI= 3796 9:12:45:33 NORECL= 30 9:12:45:34 NORECL1= 1 9:12:45:34 IWORD= 32000 9:12:45:35 JRECSIZE= 4000 9:12:45:35 IWORDJ= 32000 9:12:45:36 IBYTE= 4 9:12:45:36 JOINTS= 1315 9:12:45:36 MEMBERS= 482 9:12:45:37 PLATES = 1144 9:12:45:37 SOLIDS = 0 9:12:45:38 NO. OF EQUATIONS= 7437 9:12:45:38 idyn= 0 9:12:45:39 ipd= 0 9:12:45:40 icablanl= 0 9:12:45:41 ++ Processing Element Stiffness Matrix. 9:12:45:59 BANDWIDTH FROM ELEMENTS 3762 9:12:45:59 NV1 54 9:12:45:60 ++ Processing Global Stiffness Matrix. 9:12:45:61 MBAND 3766 9:12:45:61 NBLOCK 240 9:12:45:62 NEQB 31 9:12:45:63 NBLK 4 9:12:45:65 Form Mtx Block 24 9:12:45:67 Form Mtx Block 48 9:12:45:69 Form Mtx Block 72 9:12:45:71 Form Mtx Block 96 9:12:45:73 Form Mtx Block 120 9:12:45:76 Form Mtx Block 144 9:12:45:78 Form Mtx Block 168 9:12:45:79 Form Mtx Block 192 9:12:45:81 Form Mtx Block 216 9:12:45:83 Form Mtx Block 240 9:12:45:84 ++ Finished Processing Global Stiffness Matrix. 9:12:45:85 ++ Processing Triangular Factorization-2. 9:12:45:86 NBLK 7 9:12:46:57 Processing Matrix Block 71 of 240 9:12:47:41 Processing Matrix Block 148 of 240 9:12:48: 5 Processing Matrix Block 225 of 240 9:12:48:11 NBLOCK= 240 9:12:48:12 ++ Finished Triangular Factorization. 9:12:48:14 ++ Calculating Joint Displacement. 9:12:48:38 forward substitute 9:12:48:76 back substitute 9:12:49:41 end redld 9:12:49:42 ++ Finished Joint Displacement Calculation. 9:12:49:43 ++ Calculating Element Forces & Reactions. 9:12:59:28 COMBINATION CASES= 281 9:12:59:33 MAX CM MEMORY (KILOWORDS) 1954 9:12:59:34 AFTER SOLVER 1 9:12:59:34 REOPEN AS SEQ 0 9:12:59:35 DEFINE ENVELOPE 9:12:59:44 LOAD LIST 101 TO 112 9:12:59:45 PARAMETER 1 9:12:59:46 CHECK CODE PMEMB 1 TO 9:12:59:46 ENTERING SECTNM110 IQ= 482 9:12:59:47 NSEC= 11 9:12:59:48 ISECTN= 0 9:12:59:62 sectnm110 do 925 9:12:59:77 sectnm110 do 932 9:13: 9:98 Steel/Alum/Timber Design 13 10: 8:15:25 ++ Finished Design ... 55 m: 10: 8:15:31 Steel/Timber Design exit 10: 8:15:31 FINISH 10: 8:15:35 All Commands FINISHed 10: 8:15:41 Compute Plate Stresses for GUI 10:10:16:60 DATASAVE for SPRO GUI 10:10:16:61 ++ Creating Displacement File (DSP)... 10:10:17:41 ++ Creating Reaction File (REA)... 10:10:17:42 ++ Creating Section Force File (BEN)... 10:10:17:43 ENTERING SECTNM110 IQ= 482 10:10:17:43 NSEC= 11 10:10:17:43 ISECTN= 0 10:10:17:64 sectnm110 do 925 10:10:17:87 sectnm110 do 932 10:10:27:16 ++ Creating Section Force File (BMD)... 10:10:28:37 ++ Creating Section Displace File (SEC)... 10:10:28:38 ENTERING ENVLP1 ITYP1= -5 10:10:28:38 SECT DISPLACE 10:10:28:39 envelp do 606 10:10:29:86 ++ Creating Section Displace File (SCN)... 10:10:34:83 ++ Creating Element Stress File (EST)... 10:10:36:12 ++ Creating Element JT Stress File (EJT)... 10:10:38:80 ++ Creating Element JT Force File (ECF)... 10:10:41:92 ++ Creating Design information File (DGN)... 10:10:41:94 ALLOCATED CM MEMORY (KILOWORDS) 80000 10:10:41:95 MAX CM MEMORY (KILOWORDS) 2427 10:10:41:96 DBS LONG SEC NAME * End Of Analysis At Wed Jul 26 10:10:42 2017 * CPU usage = 3480.118000 * STAAD Exit Code: 100, Warning Count: 1, Error Count: 0, Duration: 3480.12 1 1 0 3480.12 **************************************************************************** * END OF ANALYSIS * ****************************************************************************