German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish Analysis that took 20-25 minutes in the hollow system in v10.03 took 61 minutes in the v10.09 cassette system. I can upload the model 33 mb model again, I installed v10.03 and did not test
Code:
0:00 The analysis starts. It uses a 4 core processor. 0:00 Generating geometry. 0:00 Diaphragms are defined. 0:00 Calculating floor weights and centroids. 0:00 Cantilever beams are being determined. 0:00 Building system is being created. 0:00 Loading build. 0:09 Calculating slab loads on elements. Calculating "FLOOR 5". Calculating "FLOOR 4". Calculating the "3rd FLOOR". Calculating "FLOOR 2". Calculating "FLOOR 1". Calculating "GROUND FLOOR". Calculating "1. BODRUM". Calculating "2nd BODRUM". Calculating "3rd BODRUM". 0:24 Regulation checks are in progress. 0:24 Making strong floor control 0:24 Creating semi-rigid diaphragms. SYSTEM INFORMATION D. Point number: 84276 Rod number: 29227 Shell (shell) element number: 78166 2:02 B3 irregularity check is performed. 2:02 Analysis in progress. 2:02 Modal analysis in progress: "Modal E1". * Ritz method is used * Number of iterations:2 Calculated modes:24 Minimum dynamic participation rate:0.98 "Modal E1" - Memory used for stiffness matrix: 827 MB Total used memory: 875 MB 54 modes requested, 24 modes found. Mode 1: f=0.81983 T=1.21976 Mode 2: f=0.88097 T=1.13511 Mode 3: f=1.60126 T=0.62451 Mode 4: f=3.36680 T=0.29702 Mode 5: f=4.43374 T=0.22554 Mode 6: f= 6.65100 T=0.15035 Mode 7: f=6.76210 T=0.14788 Mode 8: f=8.32387 T=0.12014 Mode 9: f=8.89871 T=0.11238 Mode 10: f=9.14847 T=0.10931 Mode 11: f=9.96662 T=0.10033 Mode 12: f=11.94556 T=0.08371 Mode 13: f=12.72793 T=0.07857 Mode 14: f=12.92999 T=0.07734 Mode 15: f=14.64386 T=0.06829 Mode 16: f=17.71681 T=0.05644 Mode 17: f=19.23512 T=0.05199 Mode 18: f=20.42879 T=0.04895 Mode 19: f=21.91148 T=0.04564 Mode 20: f=23.14961 T=0.04320 Mode 21: f=29.54670 T=0.03384 Mode 22: f=33.95188 T=0.02945 Mode 23 : f=43.52152 T=0.02298 Mode 24: f=60.14567 T=0.01663 2:55 Calculating design spectra: "Ex'". 4:57 Calculating design spectra: "O". 6:58 Modal analysis in progress: "Modal E1". * Ritz method is used * Number of iterations:4 Calculated modes:42 Minimum dynamic participation ratio:0.96 "Modal E1" - Memory used for stiffness matrix: 822 MB Total used memory: 870 MB 54 modes requested, 42 modes found. Mode 1: f=0.90010 T=1.11098 Mode 2: f=1.01582 T=0.98443 Mode 3: f=3.70781 T=0.26970 Mode 4: f=5.14426 T=0.19439 Mode 5: f=8.11376 T=0.12325 Mode 6: f= 8.59183 T=0.11639 Mode 7: f=9.46201 T=0.10569 Mode 8: f=13.34948 T=0.07491 Mode 9: f=13.84498 T=0.07223 Mode 10: f=14.39021 T=0.06949 Mode 11: f=16.52329 T=0.06052 Mode 12: f=18.40990 T=0.05432 Mode 13: f=21.93634 T=0.04559 Mode 14: f=22.86694 T=0.04373 Mode 15: f=23.38482 T=0.04276 Mode 16: f=23.47105 T=0.04261 Mode 17: f=23.52965 T=0.04250 Mode 18: f=23.93000 T=0.04179 Mode 19: f=24.40046 T=0.04098 Mode 20: f=24.93180 T=0.04011 Mode 21: f=25.37261 T=0.03941 Mode 22: f=29.61876 T=0.03376 Mode 23 : f=30.02089 T=0.03331 Mode 24: f=34.87676 T=0.02867 Mode 25: f=35.21343 T=0.02840 Mode 26: f=35.47250 T=0.02819 Mode 27: f=37.29442 T=0.02681 Mode 28: f=40.69566 T =0.02457 Mode 29: f=42.26084 T=0.02366 Mode 30: f=42.72881 T=0.02340 Mode 31: f=48.47257 T=0.02063 Mode 32: f=49.15114 T=0.02035 Mode 33: f=52.40519 T=0.01908 Mode 34: f=56,58692 T=0.01 767 Mode 35: f=65.39052 T=0.01529 Mode 36: f=66.73121 T=0.01499 Mode 37: f=75.25597 T=0.01329 Mode 38: f=83.45097 T=0.01198 Mode 39: f=103.45357 T=0.00967 Mode 40: f =122.79196 T=0.00814 Mode 41: f=139.87343 T=0.00715 Mode 42: f=205.47882 T=0.00487 8:25 Calculating design spectra: "Ex". 11:53 Modal analysis in progress: "Modal E2". * Ritz method is used * Number of iterations:4 Calculated modes:42 Minimum dynamic participation rate:0.95 "Modal E2" - Memory used for stiffness matrix: 822 MB Total used memory: 870 MB 54 modes requested, 42 modes found. Mode 1: f=0.90000 T=1.11111 Mode 2: f=1.01583 T=0.98442 Mode 3: f=3.70247 T=0.27009 Mode 4: f=5.14471 T=0.19437 Mode 5: f=8.08512 T=0.112368 Mode 6: f= 8.59253 T=0.11638 Mode 7: f=9.46134 T=0.10569 Mode 8: f=13.29804 T=0.07520 Mode 9: f=13.84074 T=0.07225 Mode 10: f=14.34288 T=0.06972 Mode 11: f=16.48061 T=0.06068 Mode 12: f=18.35240 T=0.05449 Mode 13: f=21.88536 T=0.04569 Mode 14: f=22.85241 T=0.04376 Mode 15: f=23.33244 T=0.04286 Mode 16: f=23.45979 T=0.04263 Mode 17: f=23.53380 T=0.04249 Mode 18: f=23.92435 T=0.04180 Mode 19: f=24.37012 T=0.04103 Mode 20: f=24.89000 T=0.04018 Mode 21: f=25.45355 T=0.03929 Mode 22: f=29.61296 T=0.03377 Mode 23 : f=30.01997 T=0.03331 Mode 24: f=34.84604 T=0.02870 Mode 25: f=35.21214 T=0.02840 Mode 26: f=35.43624 T=0.02822 Mode 27: f=37.33657 T=0.02678 Mode 28: f=40.78685 T =0.02452 Mode 29: f=42.29812 T=0.02364 Mode 30: f=42.70998 T=0.02341 Mode 31: f=48.53753 T=0.02060 Mode 32: f=49.20165 T=0.02032 Mode 33: f=52.33806 T=0.01911 Mode 34: f=56,59894 T=0.01 767 Mode 35: f=65.06552 T=0.01537 Mode 36: f=66.57712 T=0.01502 Mode 37: f=75.58018 T=0.01323 Mode 38: f=83.33666 T=0.01200 Mode 39: f=103.16356 T=0.00969 Mode 40: f =123.19907 T=0.00812 Mode 41: f=139.82350 T=0.00715 Mode 42: f=206.36678 T=0.00485 13:21 Calculating design spectra: "Ex". 16:52 Modal analysis in progress: "Modal E3". * Ritz method is used * Number of iterations:4 Calculated modes:42 Minimum dynamic participation rate:0.96 "Modal E3" - Memory used for stiffness matrix: 822 MB Total used memory: 870 MB 54 modes requested, 42 modes found. Mode 1: f=0.90007 T=1.11103 Mode 2: f=1.01597 T=0.98428 Mode 3: f=3.70560 T=0.26986 Mode 4: f=5.15796 T=0.19388 Mode 5: f=8.10081 T=0.12344 Mode 6: f= 8.59431 T=0.11636 Mode 7: f=9.45964 T=0.10571 Mode 8: f=13.32662 T=0.07504 Mode 9: f=14.01146 T=0.07137 Mode 10: f=14.37966 T=0.06954 Mode 11: f=16.48515 T=0.06066 Mode 12: f=18.38487 T=0.05439 Mode 13: f=21.90161 T=0.04566 Mode 14: f=22.86475 T=0.04374 Mode 15: f=23.34555 T=0.04283 Mode 16: f=23.46954 T=0.04261 Mode 17: f=23.63599 T=0.04231 Mode 18: f=23.94866 T=0.04176 Mode 19: f=24.40791 T=0.04097 Mode 20: f=24.95237 T=0.04008 Mode 21: f=25.31648 T=0.03950 Mode 22: f=29.61663 T=0.03376 Mode 23 : f=30.02217 T=0.03331 Mode 24: f=34.71692 T=0.02880 Mode 25: f=35.23929 T=0.02838 Mode 26: f=35.52214 T=0.02815 Mode 27: f=36.99792 T=0.02703 Mode 28: f=40.35723 T =0.02478 Mode 29: f=41.96907 T=0.02383 Mode 30: f=42.90794 T=0.02331 Mode 31: f=47.89773 T=0.02088 Mode 32: f=49.13825 T=0.02035 Mode 33: f=52.60280 T=0.01901 Mode 34: f=56.14855 T=0.01 781 Mode 35: f=63.74221 T=0.01569 Mode 36: f=67.48249 T=0.01482 Mode 37: f=73.93500 T=0.01353 Mode 38: f=83.74428 T=0.01194 Mode 39: f=106.11461 T=0.00942 Mode 40: f =121.32380 T=0.00824 Mode 41: f=140.17813 T=0.00713 Mode 42: f=210.90261 T=0.00474 18:27 Calculating design spectra: "Ey". 21:56 Modal analysis in progress: "Modal E4". * Ritz method is used * Number of iterations:4 Calculated modes:42 Minimum dynamic participation rate:0.95 "Modal E4" - Memory used for stiffness matrix: 822 MB Total used memory: 870 MB 54 modes requested, 42 modes found. Mode 1: f=0.90004 T=1.11106 Mode 2: f=1.01560 T=0.98464 Mode 3: f=3.70517 T=0.26989 Mode 4: f=5.12102 T=0.19527 Mode 5: f=8.10058 T=0.12345 Mode 6: f= 8.58983 T=0.11642 Mode 7: f=9.46326 T=0.10567 Mode 8: f=13.32499 T=0.07505 Mode 9: f=13.57377 T=0.07367 Mode 10: f=14.31260 T=0.06987 Mode 11: f=16.50132 T=0.06060 Mode 12: f=18.38476 T=0.05439 Mode 13: f=21.92415 T=0.04561 Mode 14: f=22.85807 T=0.04375 Mode 15: f=23.30553 T=0.04291 Mode 16: f=23.47137 T=0.04261 Mode 17: f=23.48367 T=0.04258 Mode 18: f=23.86932 T=0.04189 Mode 19: f=24.24131 T=0.04125 Mode 20: f=24.91607 T=0.04013 Mode 21: f=25.49419 T=0.03922 Mode 22: f=29.61247 T=0.03377 Mode 23 : f=30.01964 T=0.03331 Mode 24: f=34.20685 T=0.02923 Mode 25: f=35.25364 T=0.02837 Mode 26: f=35.89895 T=0.02786 Mode 27: f=37.48898 T=0.02667 Mode 28: f=40.87198 T =0.02447 Mode 29: f=41.98895 T=0.02382 Mode 30: f=42.46721 T=0.02355 Mode 31: f=48.57919 T=0.02058 Mode 32: f=49.14235 T=0.02035 Mode 33: f=51.95819 T=0.01925 Mode 34: f=56,79715 T=0.01 761 Mode 35: f=63.18600 T=0.01583 Mode 36: f=64.67875 T=0.01546 Mode 37: f=76.14737 T=0.01313 Mode 38: f=81.67515 T=0.01224 Mode 39: f=101.91915 T=0.00981 Mode 40: f =124.24509 T=0.00805 Mode 41: f=138.89013 T=0.00720 Mode 42: f=201.72478 T=0.00496 23:24 Calculating design spectra: "Ey". 26:54 Modal analysis in progress: "Modal BE1". * Ritz method is used * Number of iterations:1 Calculated modes:15 Minimum dynamic participation rate:0.96 "Modal BE1" - Memory used for stiffness matrix: 827 MB Total used memory: 875 MB 54 modes requested, 15 modes found. Mode 1: f=3.80363 T=0.26291 Mode 2: f=8.31307 T=0.12029 Mode 3: f=10.17266 T=0.09830 Mode 4: f=11.87895 T=0.08418 Mode 5: f=14.45817 T=0.06917 Mode 6: f= 19.56432 T=0.05111 Mode 7: f=20.31856 T=0.04922 Mode 8: f=22.61789 T=0.04421 Mode 9: f=25.99534 T=0.03847 Mode 10: f=27.44324 T=0.03644 Mode 11: f=28.80701 T=0.03471 Mode 12: f=35.12724 T=0.02847 Mode 13: f=54.83000 T=0.01824 Mode 14: f=57.08530 T=0.01752 Mode 15: f=64.76162 T=0.01544 27:41 Calculating design spectra: "ExB'". 29:01 Calculating design spectra: "EyB'". 30:21 Modal analysis in progress: "Modal BE1". * Ritz method is used * Number of iterations:6 Calculated modes:54 Minimum dynamic participation rate:0.95 "Modal BE1" - Memory used for stiffness matrix: 829 MB Total used memory: 877 MB 54 modes requested, 54 modes found. Mode 1: f=4.82729 T=0.20716 Mode 2: f=9.34364 T=0.10702 Mode 3: f=16.93230 T=0.05906 Mode 4: f=27.17734 T=0.03680 Mode 5: f=28.81954 T=0.03470 Mode 6: f= 28.88363 T=0.03462 Mode 7: f=29.62261 T=0.03376 Mode 8: f=30.29798 T=0.03301 Mode 9: f=31.11770 T=0.03214 Mode 10: f=31.86440 T=0.03138 Mode 11: f=32.81785 T=0.03047 Mode 12: f=32.88552 T=0.03041 Mode 13: f=33.16467 T=0.03015 Mode 14: f=33.80265 T=0.02958 Mode 15: f=34.59616 T=0.02890 Mode 16: f=34.80204 T=0.02873 Mode 17: f=35.29762 T=0.02833 Mode 18: f=35.34423 T=0.02829 Mode 19: f=35.80379 T=0.02793 Mode 20: f=37.01463 T=0.02702 Mode 21: f=37.44575 T=0.02671 Mode 22: f=38.00858 T=0.02631 Mode 23 : f=39.44546 T=0.02535 Mode 24: f=40.19642 T=0.02488 Mode 25: f=40.53028 T=0.02467 Mode 26: f=41.65706 T=0.02401 Mode 27: f=41.85700 T=0.02389 Mode 28: f=43.27436 T =0.02311 Mode 29: f=44.16760 T=0.02264 Mode 30: f=47.07978 T=0.02124 Mode 31: f=48.17113 T=0.02076 Mode 32: f=49.66479 T=0.02013 Mode 33: f=51.12880 T=0.01956 Mode 34: f=52.34365 T =0.01910 Mode 35: f=53.94301 T=0.01854 Mode 36: f=56.52681 T=0.01769 Mode 37: f=58.85976 T=0.01699 Mode 38: f=63.89476 T=0.01565 Mode 39: f=66.69470 T=0.01499 Mode 40: f=71.62618 T=0.01396 Mode 41: f=77.21597 T=0.01295 Mode 42: f=78.59805 T=0.01272 Mode 43: f=95.92428 T=0.01042 Mode 44: f=98.48652 T=0.01015 Mode 45: f=103.03073 T= 0.00971 Mode 46: f=120.14595 T=0.00832 Mode 47: f=135.12961 T=0.00740 Mode 48: f=140.91289 T=0.00710 Mode 49: f=189.23967 T=0.00528 Mode 50: f=200.83310 T=0.00498 Mode 51: f =208.85446 T=0.00479 Mode 52: f=389.62335 T=0.00257 Mode 53: f=406.24552 T=0.00246 Mode 54: f=416.93949 T=0.00240 32:12 Calculating design spectra: "ExB". 36:38 Modal analysis in progress: "Modal BE2". * Ritz method is used * Number of iterations:6 Calculated modes:54 Minimum dynamic participation ratio:0.95 "Modal BE2" - Memory used for stiffness matrix: 829 MB Total used memory: 877 MB 54 modes requested, 54 modes found. Mode 1: f=4.82730 T=0.20715 Mode 2: f=9.35290 T=0.10692 Mode 3: f=16.96081 T=0.05896 Mode 4: f=27.17772 T=0.03679 Mode 5: f=28.82084 T=0.03470 Mode 6: f= 28.88164 T=0.03462 Mode 7: f=29.62269 T=0.03376 Mode 8: f=30.29837 T=0.03301 Mode 9: f=31.11823 T=0.03214 Mode 10: f=31.86259 T=0.03138 Mode 11: f=32.81824 T=0.03047 Mode 12: f=32.88359 T=0.03041 Mode 13: f=33.16621 T=0.03015 Mode 14: f=33.79904 T=0.02959 Mode 15: f=34.60889 T=0.02889 Mode 16: f=34.80092 T=0.02873 Mode 17: f=35.30234 T=0.02833 Mode 18: f=35.31582 T=0.02832 Mode 19: f=35.77903 T=0.02795 Mode 20: f=37.01747 T=0.02701 Mode 21: f=37.49861 T=0.02667 Mode 22: f=38.06275 T=0.02627 Mode 23 : f=39.43599 T=0.02536 Mode 24: f=40.26774 T=0.02483 Mode 25: f=40.60663 T=0.02463 Mode 26: f=41.67825 T=0.02399 Mode 27: f=41.88670 T=0.02387 Mode 28: f=43.20269 T =0.02315 Mode 29: f=44.28240 T=0.02258 Mode 30: f=47.15450 T=0.02121 Mode 31: f=48.27054 T=0.02072 Mode 32: f=50.04558 T=0.01998 Mode 33: f=51.16657 T=0.01954 Mode 34: f=52.45006 T =0.01907 Mode 35: f=54.42008 T=0.01838 Mode 36: f=56.58805 T=0.01767 Mode 37: f=58.68884 T=0.01704 Mode 38: f=63.91996 T=0.01564 Mode 39: f=66.90855 T=0.01495 Mode 40: f=71.99755 T=0.01389 Mode 41: f=77.62943 T=0.01288 Mode 42: f=78.72828 T=0.01270 Mode 43: f=95.72680 T=0.01045 Mode 44: f=99.37822 T=0.01006 Mode 45: f=102.62749 T= 0.00974 Mode 46: f=120.38854 T=0.00831 Mode 47: f=135.50004 T=0.00738 Mode 48: f=140.86849 T=0.00710 Mode 49: f=189.35549 T=0.00528 Mode 50: f=200.91945 T=0.00498 Mode 51: f =209.62943 T=0.00477 Mode 52: f=388.19249 T=0.00258 Mode 53: f=406.77710 T=0.00246 Mode 54: f=417.87043 T=0.00239 38:28 Calculating design spectra: "ExB". 42:53 Modal analysis in progress: "Modal BE3". * Ritz method is used * Number of iterations:6 Calculated modes:54 Minimum dynamic participation rate:0.95 "Modal BE3" - Memory used for stiffness matrix: 829 MB Total used memory: 877 MB 54 modes requested, 54 modes found. Mode 1: f=4.82304 T=0.20734 Mode 2: f=9.35226 T=0.10693 Mode 3: f=16.90899 T=0.05914 Mode 4: f=27.12315 T=0.03687 Mode 5: f=28.80936 T=0.03471 Mode 6: f= 28.88274 T=0.03462 Mode 7: f=29.61316 T=0.03377 Mode 8: f=30.22523 T=0.03308 Mode 9: f=31.11843 T=0.03214 Mode 10: f=31.86294 T=0.03138 Mode 11: f=32.82054 T=0.03047 Mode 12: f=32.89234 T=0.03040 Mode 13: f=33.16713 T=0.03015 Mode 14: f=33.79465 T=0.02959 Mode 15: f=34.60098 T=0.02890 Mode 16: f=34.80275 T=0.02873 Mode 17: f=35.30658 T=0.02832 Mode 18: f=35.33221 T=0.02830 Mode 19: f=35.78649 T=0.02794 Mode 20: f=37.02221 T=0.02701 Mode 21: f=37.50383 T=0.02666 Mode 22: f=38.24228 T=0.02615 Mode 23 : f=39.39508 T=0.02538 Mode 24: f=40.29614 T=0.02482 Mode 25: f=40.61533 T=0.02462 Mode 26: f=41.68108 T=0.02399 Mode 27: f=41.92208 T=0.02385 Mode 28: f=43.19739 T =0.02315 Mode 29: f=44.24503 T=0.02260 Mode 30: f=47.12447 T=0.02122 Mode 31: f=48.19065 T=0.02075 Mode 32: f=49.78318 T=0.02009 Mode 33: f=51.19225 T=0.01953 Mode 34: f=52,07322 T =0.01920 Mode 35: f=53.89675 T=0.01855 Mode 36: f=56.71330 T=0.01763 Mode 37: f=58.57857 T=0.01707 Mode 38: f=63.67984 T=0.01570 Mode 39: f=66.91699 T=0.01494 Mode 40: f=71.83839 T=0.01392 Mode 41: f=77.34089 T=0.01293 Mode 42: f=78.83271 T=0.01269 Mode 43: f=95.42159 T=0.01048 Mode 44: f=99.66364 T=0.01003 Mode 45: f=102.40677 T= 0.00976 Mode 46: f=120.16698 T=0.00832 Mode 47: f=135.47868 T=0.00738 Mode 48: f=141.09081 T=0.00709 Mode 49: f=189.11563 T=0.00529 Mode 50: f=201.07576 T=0.00497 Mode 51: f =209.23371 T=0.00478 Mode 52: f=389.39777 T=0.00257 Mode 53: f=405.97019 T=0.00246 Mode 54: f=417.96587 T=0.00239 44:41 Calculating design spectra: "EyB". 49:06 Modal analysis in progress: "Modal BE4". * Ritz method is used * Number of iterations:6 Calculated modes:54 Minimum dynamic participation rate:0.95 "Modal BE4" - Memory used for stiffness matrix: 829 MB Total used memory: 877 MB 54 modes requested, 54 modes found. Mode 1: f=4.82691 T=0.20717 Mode 2: f=9.35198 T=0.10693 Mode 3: f=16.92221 T=0.05909 Mode 4: f=27.18976 T=0.03678 Mode 5: f=28.82865 T=0.03469 Mode 6: f= 28.88242 T=0.03462 Mode 7: f=29.62535 T=0.03375 Mode 8: f=30.30845 T=0.03299 Mode 9: f=31.11827 T=0.03214 Mode 10: f=31.86423 T=0.03138 Mode 11: f=32.81428 T=0.03047 Mode 12: f=32.87365 T=0.03042 Mode 13: f=33.16366 T=0.03015 Mode 14: f=33.80622 T=0.02958 Mode 15: f=34.59893 T=0.02890 Mode 16: f=34.79366 T=0.02874 Mode 17: f=35.30926 T=0.02832 Mode 18: f=35.32365 T=0.02831 Mode 19: f=35.78670 T=0.02794 Mode 20: f=37.01311 T=0.02702 Mode 21: f=37.41363 T=0.02673 Mode 22: f=37.96180 T=0.02634 Mode 23 : f=39.43861 T=0.02536 Mode 24: f=40.22058 T=0.02486 Mode 25: f=40.55701 T=0.02466 Mode 26: f=41.71176 T=0.02397 Mode 27: f=41.82790 T=0.02391 Mode 28: f=43.27983 T =0.02311 Mode 29: f=44.21251 T=0.02262 Mode 30: f=47.11942 T=0.02122 Mode 31: f=48.24177 T=0.02073 Mode 32: f=49.92104 T=0.02003 Mode 33: f=51.14048 T=0.01955 Mode 34: f=52.51711 T =0.01904 Mode 35: f=54.05060 T=0.01850 Mode 36: f=56.60406 T=0.01767 Mode 37: f=58.95238 T=0.01696 Mode 38: f=64.08868 T=0.01560 Mode 39: f=67.00741 T=0.01492 Mode 40: f=71.92406 T=0.01390 Mode 41: f=77.39294 T=0.01292 Mode 42: f=78.52269 T=0.01274 Mode 43: f=96.06105 T=0.01041 Mode 44: f=99.99764 T=0.01000 Mode 45: f=102.58866 T= 0.00975 Mode 46: f=120.29817 T=0.00831 Mode 47: f=135.66150 T=0.00737 Mode 48: f=140.56289 T=0.00711 Mode 49: f=189.43674 T=0.00528 Mode 50: f=201.11575 T=0.00497 Mode 51: f =209.31698 T=0.00478 Mode 52: f=388.33706 T=0.00258 Mode 53: f=406.71513 T=0.00246 Mode 54: f=418.36996 T=0.00239 50:56 Calculating design spectra: "EyB". 55:18 Floor loads are calculated. 55:18 Calculating 5th FLOOR forces. 55:18 Calculating 4th FLOOR forces. 55:18 Calculating 3rd FLOOR forces. 55:18 Calculating 2nd FLOOR forces. 55:19 Calculating 1st FLOOR forces. 55:19 Calculating GROUND FLOOR forces. 55:19 1. Calculating the BODRUM forces. 55:19 2. Calculating the BODRUM forces. 55:19 3. Calculating the BODRUM forces. 55:24 Linear static analysis in progress. Installing "G" is in progress. Loading "Q" is in progress. 55:24 Linear static analysis in progress. "FX+" is being installed. Installing "FX-". Installing "FY+" is in progress. Installing "FY-". Installing "FX(B)+". Installing "FX(B)-". Installing "FY(B)+". Installing "FY(B)-". 55:24 Linear static analysis in progress. Installing "G'" is in progress. Loading "Q'" is in progress. "GQ" - Memory used for stiffness matrix : 827 MB Total used memory : 835 MB "G'-Q'" - Memory used for stiffness matrix : 827 MB Total used memory : 835 MB "FX+-FX--FY+-FY- -FX(B)+-FX(B)--FY(B)+-FY(B)-" - Memory used for stiffness matrix: 833 MB Total memory used: 864 MB 57:13 Calculating centers of mass and stiffness. 57:15 Concrete design begins. Step 1 / 3 Step 2 / 3 Step 3 / 3 57:17 Reinforced concrete is being made. Step 1 / 3 Step 2 / 3 Step 3 / 3 57:20 Calculating beam transverse reinforcements. 57:22 Calculating column transverse reinforcements. 57:23 Shear transverse reinforcements are calculated. 57:46 Calculating torsion reinforcements. 57:48 Structural irregularities are being examined. 59:09 TBDY 2018 item 7.3.5 (strong colon control) is being done. 59:10 TBDY 2018 Article 7.6.6 - The design effects of the curtains are calculated. 59:10 Design results are available. 59:10 TBDY 2018 Article 7.3.6.2 - Internal forces are multiplied by 1/alphai. 59:10 TBDY 2018 Article 4.8.4 - The internal forces of the personnel are increased. 59:10 TBDY 2018 Article 3.6.2.4 - B3 irregularity situation is being investigated. 59:10 TS500 6.3.8 - Redistribution clause is applied. 59:10 TS500 item 6.3.10 (Minimum eccentric control) is being done. 59:10 TS500 article 7.6.2.5 - Column buckling calculation is done. 59:12 System recalculation with augmented results. Step 1 / 4 Step 2 / 4 Step 3 / 4 Step 4 / 4 59:39 TBDY 2018 Article 7.4.1.2 - Normal force control is performed on the beams. 59:39 TBDY 2018 Article 7.4.3.1 - Constructive conditions are applied for beam longitudinal reinforcement connections in the column 59:39 TS500 item 11.2 - Slab dimension controls are made. 59:42 TBDY 2018 Article 7.5.2 (column-beam junction safety) is applied. 59:43 TS500 item 13.2 - Deflection control is performed on the beams. 59:43 Static analysis is performed with constant loads for deflection control. 59:43 Static analysis is performed with live loads for deflection control. "Q" - Memory used for stiffness matrix: 827 MB Total used memory: 831 MB "G" - Memory used for stiffness matrix: 827 MB Total used memory: 831 MB 60:38 TS500 item 13.3.2 - Checking for cracks in beams. 60:38 Fundamental analysis is being done. 60:38 Fundamental analysis finished. 60:38 Slab analysis. 60:39 "FLOOR 2" flooring analysis in progress. 60:39 Floor analysis "3rd Floor" is in progress. 60:39 "FLOOR 5" flooring analysis is in progress. 60:39 "FLOOR 4" flooring analysis is in progress. 60:52 TS500 item 13.2 (Floor deflection control) is carried out: 2. FLOOR 60:52 TS500 item 13.2 (Floor deflection control) is carried out: 5. FLOOR 60:52 TS500 item 13.2 (Floor deflection control) is carried out: 4. FLOOR 60: 53 "FLOOR 1" flooring analysis is in progress. 60:53 "GROUND FLOOR" flooring analysis is in progress. 60:53 "1st Basement" flooring analysis is being done. 60:54 TS500 item 13.2 (Floor deflection control) is being done: 3rd FLOOR 60:54 "2nd Basement" floor analysis is being done. 61:06 TS500 item 13.2 (Floor deflection control) is being done: 1. FLOOR 61:06 "3rd Basement" slab analysis is being done. 61:08 TS500 item 13.2 (Floor deflection control) is carried out: 1. BODRUM 61:10 TS500 item 13.2 (Floor deflection control) is carried out: GROUND FLOOR 61:11 TS500 item 13.2 (Floor deflection control) is carried out: 2. BODRUM 61:16 TS500 item 13.2 (Floor deflection control) is carried out: 3. BODRUM 61:17 TS500 item 8.3.1 - Stapling controls are carried out. 61:17 Analysis complete.