Built up column reactions

Suchitra T — Thu, 13 Dec 2018 09:23:15 GMT

In the model attached ,the reactions for built up column are not same i.e., the two I section column have large difference in the support reactions.

Please can you figure out why there is a difference in these reactions.

I have placed a comparison of the vertical loads and STAAD file for your reference

Position	Column Node	DL (kip)	Self weight (kip)
Edge built up column	Node 279	26.3	4.1
	Node 307	61.7	30.2

	Node 229	11.2	7
	Node 29	35	21

Centre built up column	Node 257	23.6	18
	Node 307	52	25.6

STAAD SPACE

START JOB INFORMATION

ENGINEER DATE 29-Oct-18

END JOB INFORMATION

INPUT WIDTH 79

SET NL 100

UNIT FEET KIP

JOINT COORDINATES

29 0 2 206; 43 0 28.5 0; 57 0 28.5 118; 69 0 28.5 206; 83 0 53 206;

125 0 65.5 59; 229 0 2 199.5; 230 0 28.5 199.5; 233 0 2 121.25;

234 0 28.5 121.25; 257 0 2 114.75; 258 0 28.5 114.75; 279 0 2 3.25;

280 0 28.5 3.25; 307 0 2 -3.25; 308 0 28.5 -3.25; 342 0 34.125 114.75;

355 0 34.125 121.25; 374 0 34.125 199.5; 375 0 34.125 3.25; 406 0 15.25 206;

407 0 15.25 -3.25; 422 0 15.25 121.25; 446 0 8.625 199.5; 448 0 8.625 114.75;

459 0 8.625 3.25; 486 0 21.875 199.5; 488 0 21.875 114.75; 499 0 21.875 3.25;

513 0 28.5 202.75; 545 0 60.2292 -3.25; 579 0 53.5 0; 580 0 53.5 118;

605 0 53.5 3; 617 0 53.5 13; 629 0 53.5 23; 641 0 53.5 33; 653 0 53.5 43;

665 0 53.5 53; 677 0 53.5 65; 689 0 53.5 75; 701 0 53.5 85; 713 0 53.5 95;

725 0 53.5 105; 737 0 53.5 115; 761 0 64.9915 53; 762 0 64.1441 43;

763 0 63.2966 33; 764 0 62.4492 23; 765 0 61.6017 13; 766 0 60.7542 3;

767 0 61.6017 105; 768 0 62.4492 95; 769 0 63.2966 85; 770 0 64.1441 75;

771 0 64.9915 65; 772 0 60.7542 115; 773 0 64.5678 48; 774 0 63.7203 38;

775 0 62.8729 28; 776 0 62.0254 18; 777 0 61.178 8; 778 0 61.178 110;

779 0 62.0254 100; 780 0 62.8729 90; 781 0 63.7203 80; 782 0 64.5678 70;

789 0 46.277 202.75; 790 0 53.2877 120.491; 791 0 52.4385 130.455;

792 0 51.5893 140.419; 793 0 50.7401 150.383; 794 0 49.8909 160.346;

795 0 49.0417 170.31; 796 0 48.1925 180.274; 797 0 47.3433 190.238;

798 0 46.4942 200.202; 799 0 60.2372 121.083; 809 0 60.2877 120.491;

810 0 59.4385 130.455; 811 0 58.5893 140.419; 812 0 57.7401 150.383;

813 0 56.8909 160.346; 814 0 56.0417 170.31; 815 0 55.1925 180.274;

816 0 54.3434 190.238; 817 0 53.4942 200.202; 819 0 52.0139 135.437;

820 0 59.8379 125.769; 821 0 59.0139 135.437; 822 0 58.1647 145.401;

823 0 57.3155 155.365; 824 0 56.4663 165.328; 825 0 55.6171 175.292;

826 0 54.7679 185.256; 827 0 53.9188 195.22; 828 0 40.75 206;

829 0 40.75 202.75; 2143 0 60.5 118; 2144 0 60.5 0; 2145 0 53.277 202.75;

2146 0 50.5 118; 2596 359.25 60.5 118; 2597 0 21.875 -3.25; 2598 0 8.625 -3.25;

2599 0 15.25 3.25; 2600 0 8.625 121.25; 2601 0 21.875 121.25;

2602 0 15.25 114.75;

MEMBER INCIDENCES

2 43 579; 57 29 406; 58 69 828; 60 57 2146; 174 125 771; 368 229 446;

370 233 2600; 382 257 448; 393 279 459; 407 307 2598; 421 308 43; 423 258 57;

425 230 513; 555 258 342; 569 230 374; 570 280 375; 616 422 2601; 640 446 486;

642 448 2602; 680 486 230; 682 488 258; 707 29 446; 708 446 406; 709 406 486;

710 486 69; 763 257 2600; 764 2600 2602; 765 2602 2601; 766 2601 258;

799 279 2598; 800 2598 2599; 801 2599 2597; 802 280 2597; 868 307 279;

890 257 233; 901 229 29; 945 513 829; 1038 308 545; 1110 579 605; 1146 605 617;

1158 617 629; 1170 629 641; 1182 641 653; 1194 653 665; 1206 665 677;

1218 677 689; 1230 689 701; 1242 701 713; 1254 713 725; 1266 725 737;

1278 737 580; 1290 605 766; 1291 617 765; 1292 629 764; 1293 641 763;

1294 653 762; 1295 665 761; 1296 677 771; 1297 689 770; 1298 701 769;

1299 713 768; 1300 725 767; 1301 737 772; 1302 761 125; 1303 762 773;

1304 763 774; 1305 764 775; 1306 765 776; 1307 766 777; 1308 767 778;

1309 768 779; 1310 769 780; 1311 770 781; 1312 771 782; 1326 773 761;

1327 774 762; 1328 775 763; 1329 776 764; 1330 777 765; 1331 778 772;

1332 779 767; 1333 780 768; 1334 781 769; 1335 782 770; 1337 605 777;

1338 777 617; 1339 617 776; 1340 776 629; 1341 629 775; 1342 775 641;

1343 641 774; 1344 774 653; 1345 653 773; 1346 773 665; 1347 665 125;

1348 125 677; 1349 677 782; 1350 782 689; 1351 689 781; 1352 781 701;

1353 701 780; 1354 780 713; 1355 713 779; 1356 779 725; 1357 725 778;

1358 778 737; 1385 580 790; 1387 791 819; 1388 792 793; 1389 793 794;

1390 794 795; 1391 795 796; 1392 796 797; 1393 797 798; 1394 798 789;

1395 799 820; 1396 790 809; 1398 799 809; 1399 810 821; 1400 791 810;

1401 811 822; 1402 792 811; 1403 812 823; 1404 793 812; 1405 813 824;

1406 794 813; 1407 814 825; 1408 795 814; 1409 815 826; 1410 796 815;

1411 816 827; 1412 797 816; 1414 798 817; 1416 790 791; 1417 819 792;

1418 820 810; 1419 821 811; 1420 822 812; 1421 823 813; 1422 824 814;

1423 825 815; 1424 826 816; 1425 827 817; 1426 790 820; 1427 820 791;

1428 791 821; 1429 821 792; 1430 792 822; 1431 822 793; 1432 793 823;

1433 823 794; 1434 794 824; 1435 824 795; 1436 795 825; 1437 825 796;

1438 796 826; 1439 826 797; 1440 797 827; 1441 827 798; 1443 57 234;

1444 234 355; 1445 43 280; 1447 406 69; 1448 513 69; 1449 828 83; 1450 828 829;

1451 829 789; 3833 2143 809; 3834 580 2143; 3835 772 2143; 3836 545 2144;

3837 579 2144; 3838 2144 766; 3839 2144 605; 3840 2145 83; 3841 789 2145;

3842 817 2145; 3843 798 2145; 3844 407 2597; 3845 459 2599; 3846 499 280;

3847 737 2143; 3848 790 2143; 3852 2146 580; 3853 2597 308; 3854 2598 407;

3855 2599 499; 3856 2600 422; 3857 2601 234; 3858 2602 488;

MEMBER RELEASE

*4677 TO 4683 START FY MX MY MZ

1385 1394 END FY MX MY MZ

1290 TO 1301 1337 TO 1358 3839 START MX MY MZ

1290 TO 1301 1337 TO 1358 3839 END MX MY MZ

1396 1400 1402 1404 1406 1408 1410 1412 1414 1426 TO 1441 3843 START MX MY MZ

1396 1400 1402 1404 1406 1408 1410 1412 1414 1426 TO 1441 3843 END MX MY MZ

3842 END MX MY MZ

3838 START MZ

1110 START FY MX MY MZ

1278 END FY MX MY MZ

1450 START MX MY MZ

1450 END MX MY MZ

3836 START MX MY MZ

3836 END MX MY MZ

799 TO 802 868 1445 END MX MY MZ

799 TO 802 868 START MX MY MZ

763 TO 766 890 3835 3847 3848 END MX MY MZ

3833 START MX MY MZ

3847 3848 START MX MY MZ

763 TO 766 890 START MX MY MZ

1448 END MX MY MZ

423 425 707 TO 710 901 START MX MY MZ

707 TO 710 901 1443 END MX MY MZ

3840 END MX MY MZ

*215 217 TO 223 229 231 TO 237 239 241 243 245 TO 251 253 255 257 259 TO 265 -

*267 269 START MY MZ

*272 TO 294 296 298 TO 308 310 312 TO 322 324 END MY MZ

DEFINE MATERIAL START

ISOTROPIC STEEL

E 4.176e+06

POISSON 0.3

DENSITY 0.489024

ALPHA 6.5e-06

DAMP 0.03

TYPE STEEL

STRENGTH FY 0 FU 0 RY 1.5 RT 1.2

ISOTROPIC STEEL_50_KSI

E 4.176e+06

POISSON 0.3

DENSITY 0.489024

ALPHA 6.5e-06

DAMP 0.03

TYPE STEEL

STRENGTH FY 7200 FU 8928 RY 1.5 RT 1.2

G 1.60615e+06

END DEFINE MATERIAL

MEMBER PROPERTY AMERICAN

421 423 425 1443 1445 1448 TABLE ST W24X104

1398 TABLE LD L50356 SP 0.08

1290 TO 1300 TABLE LD L35355 SP 0.08

1426 TO 1441 3843 TABLE LD L50506

1301 1396 1400 1402 1404 1406 1408 1410 1412 1414 TABLE LD L50356 SP 0.08

1337 TO 1358 3839 TABLE LD L40405 SP 0.08

2 57 60 368 370 382 393 407 555 569 570 616 640 642 680 682 945 1444 1447 -

1451 3834 3837 3841 3844 TO 3846 3852 TO 3858 TABLE ST W24X104

1395 1399 1401 1403 1405 1407 1409 1411 1418 TO 1425 3833 -

3842 TABLE LD L60405 SP 0.08

174 1302 TO 1312 1326 TO 1335 3835 3838 TABLE LD L60605 SP 0.08

1110 1146 1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 1385 1387 -

1388 TO 1394 1416 1417 TABLE LD L50305 SP 0.08

3836 3840 TABLE ST W14X30

3847 3848 TABLE LD L40405 SP 0.08

707 TO 710 TABLE T W12X16

763 TO 766 799 TO 802 1450 TABLE T W12X22

868 890 901 TABLE LD L40406 SP 2

MEMBER PROPERTY AMERICAN

58 1038 1449 TABLE ST W14X30

CONSTANTS

BETA 90 MEMB 2 58 60 707 TO 710 763 TO 766 799 TO 802 868 890 901 945 1038 -

1449 TO 1451 3834 3837 3841 3852

BETA 180 MEMB 1110 1146 1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 -

1278 1385 1387 TO 1394 1416 1417

MATERIAL STEEL_50_KSI MEMB 2 57 58 60 174 368 370 382 393 407 421 423 425 -

555 569 570 616 640 642 680 682 707 TO 710 763 TO 766 799 TO 802 945 1038 -

1110 1146 1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 -

1290 TO 1312 1326 TO 1335 1337 TO 1358 1385 1387 TO 1396 1398 TO 1412 1414 -

1416 TO 1441 1443 TO 1445 1447 TO 1451 3833 TO 3848 3852 TO 3858

MATERIAL STEEL MEMB 868 890 901

SUPPORTS

29 229 233 257 279 307 PINNED

69 125 230 234 258 280 308 2143 FIXED BUT FY FZ MX MY MZ

******************DEAD LOAD-----------------------------------------------------

LOAD 1 LOADTYPE Dead TITLE DEAD LOAD (DL)

* SELFWEIGHT Y -1

*SELFWEIGHT Y -1 LIST 57

** 10 PSF DL + 10 PSF COLLTERAL

MEMBER LOAD

*135 136 175 947 UNI GY -1.15

*137 138 176 949 UNI GY -0.97

* 4232 To 4234 4269 4271 4299 To 4320 4355 4356 4358 4360 4362 4364 4366 4368 4370 4372 4377 To 4384 4418 To 4420 4455 4457 4485 To 4506 4541 4542 4544 4546 4548 4550 4552 4554 4556 4558 4563 To 4570

174 1302 TO 1312 1326 TO 1335 1395 1399 1401 1403 1405 1407 1409 1411 1418 -

1419 TO 1425 UNI GY -0.624

3833 TO 3836 3838 3840 3842 UNI GY -0.624

LOAD 2 LOADTYPE Dead TITLE SELFWEIGHT (DL)

SELFWEIGHT Y -1

SELFWEIGHT Y -1 LIST 407

SELFWEIGHT Y -1 LIST 393

* LIVE LOAD

LOAD 3 LOADTYPE Live TITLE LIVE LOAD (LL)

** 20 PSF

MEMBER LOAD

174 1302 TO 1312 1326 TO 1335 1395 1399 1401 1403 1405 1407 1409 1411 1418 -

1419 TO 1425 UNI GY -0.624

3833 TO 3836 3838 3840 3842 UNI GY -0.624

LOAD 4 LOADYPE SNOW TITLE SNOW LOAD (SL)

MEMBER LOAD

174 1302 TO 1312 1326 TO 1335 1395 1399 1401 1403 1405 1407 1409 1411 1418 -

1419 TO 1425 UNI GY -0.624

3833 TO 3836 3838 3840 3842 UNI GY -0.624

LOAD 5 LOADTYPE Wind TITLE WL +Z WEST TO EAST

MEMBER LOAD

** TW = 31.2'

3853 TRAP Z 0.7325 0.75 0 6.625

3844 TRAP Z 0.715 0.7325 0 6.625

** TW = 57.5'

** TW = 31.2'

3854 TRAP GZ 0.6975 0.715 0 6.625

407 TRAP GZ 0.68 0.6975 0 6.625

3844 TRAP GZ 0.68 0.715 0 0

** TW = 57.5'

1038 LIN Y 0.75 1.88

** TW = 31.2'

58 1449 UNI GZ 0.6

1447 UNI GZ 0.6 0 13.25

57 UNI GZ 0.6 0 13.25

** TW = 57.5'

** TW = 45.95'

** TW = 42.35'

LOAD 6 LOADTYPE Wind TITLE WL -Z EAST TO WEST

MEMBER LOAD

1038 UNI GZ -0.6 0 31.73

3853 UNI GZ -0.6 0 25.105

3844 UNI GZ -0.6 0 6.625

3854 UNI GZ -0.6 0 6.625

407 UNI GZ -0.6 0 6.625

1447 TRAP Z -0.68 -0.715 0 0

57 UNI GZ -0.68

58 TRAP GZ -0.75 -0.79

1449 TRAP GZ -0.79 -1.88

1447 TRAP GZ -0.68 -0.75

LOAD 7 LOADTYPE Wind TITLE +Z -Z UPLIFT

MEMBER LOAD

174 1302 TO 1312 1326 TO 1335 1395 1399 1401 1403 1405 1407 1409 1411 1418 -

1419 TO 1425 UNI GY 0.926

3833 TO 3836 3838 3840 3842 UNI GY 0.926

LOAD 8 LOADTYPE Wind TITLE +X SIDEWALLS

MEMBER LOAD

58 1449 UNI GZ 0.8

1447 UNI GZ 0.8 0 13.25

57 UNI GZ 0.8 0 13.25

1038 UNI GZ -0.8

3853 UNI GZ -0.8 0 6.625

3844 UNI GZ -0.8 0 6.625

3854 UNI GZ -0.8 0 6.625

407 UNI GZ -0.8 0 6.625

LOAD 9 LOADTYPE None TITLE CRANES

JOINT LOAD

342 355 375 FX 65.44 FY -506 FZ 59.6

374 FX 37 FY -315 FZ 21.9

*JOINT LOAD

* LOAD COMBINATIONS-------------------------------------------------------

LOAD COMB 100 DL

1 1.0 2 1.0

LOAD COMB 101 DL + LL

1 1.0 2 1.0 3 1.0

LOAD COMB 102 DL + S

1 1.0 2 1.0 3 1.0

LOAD COMB 103 DL + .75 (L + S)

1 1.0 2 1.0 3 0.75 4 0.75

LOAD COMB 104 DL + .6 W (W TO E)

1 1.0 2 1.0 5 0.6 7 0.6

LOAD COMB 105 DL + .6 W (SIDEWALL LOAD)

1 1.0 2 1.0 7 0.6 8 0.6

*INCLUDES UPLIFT

LOAD COMB 106 1.0 DL + .75 LL + .45 W (W TO E) + .75 S

1 1.0 2 1.0 3 0.75 4 0.75 5 0.45 7 0.45

LOAD COMB 107 DL + .6 W (E TO W)

1 1.0 2 1.0 6 0.6 7 0.6

LOAD COMB 108 1.0 DL + .75 LL + .45 W (E TO W) + .75 S

1 1.0 2 1.0 3 0.75 4 0.75 6 0.45 7 0.45

* CRANES ADDED

LOAD COMB 109 DL + LL

1 1.0 2 1.0 3 1.0 9 1.0

LOAD COMB 110 DL + .75 (L + S)

1 1.0 2 1.0 3 0.75 4 0.75 9 0.75

*INCLUDES UPLIFT

LOAD COMB 111 1.0 DL + .75 LL + .45 W (W TO E) + .75 S

1 1.0 2 1.0 3 0.75 4 0.75 5 0.45 7 0.45 9 0.75

LOAD COMB 112 1.0 DL + .75 LL + .45 W (E TO W) + .75 S

1 1.0 2 1.0 3 0.75 4 0.75 6 0.45 7 0.45 9 0.75

************************************************************

LOAD COMB 200 1.4 DL

1 1.4 2 1.4

LOAD COMB 201 1.2 DL + 1.6 LL + .5 S

1 1.2 2 1.2 3 1.6 4 0.5

LOAD COMB 202 1.2 DL + 1.6 S + L

1 1.2 2 1.2 3 1.0 4 1.6

* WIND WEST TO EAST

* INCLUDE UPLIFT

LOAD COMB 203 1.2 DL + 1.6 S + .5 W (W TO E)

1 1.2 2 1.2 4 1.6 5 0.5 7 0.5

* DOES NOT INCLUDE UPLIFT

LOAD COMB 204 1.2 DL + 1.6 S + .5 W (W TO E)

1 1.2 2 1.2 4 1.6 5 0.5

* INCLUDE UPLIFT

LOAD COMB 205 1.2 DL + 1.6 S + .5 W(SIDEWALLS)

1 1.2 2 1.2 4 1.6 7 0.5 8 0.5

* DOES NOT INCLUDE UPLIFT

LOAD COMB 206 1.2 DL + 1.6 S + .5 W(SIDEWALLS)

5 1.2 6 1.2 8 1.6 8 0.5

LOAD COMB 207 1.2 DL + 1.6 S + .5 W (E TO W)

1 1.2 2 1.2 4 1.6 5 0.5 7 0.5

* INCLUDES UPLIFT

LOAD COMB 208 1.2 DL + 1.0 W (W TO E) + 1.0 LL + .5 S

1 1.2 2 1.2 3 1.0 4 0.5 5 1.0 7 1.0

LOAD COMB 209 1.2 DL + 1.0 W (E TO W) + 1.0 LL + .5 S

1 1.2 2 1.2 3 1.0 4 0.5 5 1.0

* DOES NOT INCLUDE UPLIFT

LOAD COMB 210 1.2 DL + 1.0 LL + .5 S + 1.0 W (N-S)

1 1.2 2 1.2 3 1.0 4 0.5 5 1.0 7 1.0

* THIS INCLUDES UPLIFT, SIDEWALL LOADING FROM WIND BLOWING N-S

LOAD COMB 211 1.2 DL + 1.0 W (E TO W) + 1.0 LL + .5 S

1 1.2 2 1.2 3 1.0 4 0.5 5 1.0 7 1.0

* ADD CRANE LOADS

LOAD COMB 212 1.2 DL + 1.6 LL + .5 S

1 1.2 2 1.2 3 1.6 4 0.5 9 1.6

LOAD COMB 213 1.2 DL + 1.6 S + L

1 1.2 2 1.2 3 1.0 4 1.6 9 1.0

* DOES NOT INCLUDE UPLIFT

LOAD COMB 214 1.2 DL + 1.0 LL + .5 S + 1.0 W (N-S) + 1.0 CRANES

1 1.2 2 1.2 3 1.0 4 0.5 5 1.0 7 1.0 9 1.0

* THIS INCLUDES UPLIFT, SIDEWALL LOADING FROM WIND BLOWING N-S

LOAD COMB 215 1.2 DL + 1.0 W (E TO W) + 1.0 LL + .5 S + 1.0 CRANES

1 1.2 2 1.2 3 1.0 4 0.5 5 1.0 7 1.0 9 1.0

PERFORM ANALYSIS

LOAD LIST 1

PARAMETER 1

CODE LRFD

LY 15 MEMB 3840

LY 13.25 MEMB 393 407 616 642 682 3844 TO 3846 3853 TO 3855 3857 3858

LZ 26.5 MEMB 393 407 616 642 682 3844 TO 3846 3853 TO 3855 3857 3858

TRACK 0 MEMB 2 57 58 60 174 368 370 382 570 616 640 642 680 682 1110 1146 -

1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 1290 TO 1312 1326 -

1327 TO 1335 1385 1387 TO 1396 1399 TO 1412 1414 1416 TO 1426 1444 -

1447 TO 1449 3833 TO 3835 3852 3856 TO 3858

TRACK 0 MEMB 3840 3842 3843

TRACK 0 MEMB 3837 3838

RATIO 1 MEMB 2 57 58 60 174 368 370 382 393 407 421 423 425 555 570 616 640 -

642 680 682 707 TO 710 763 TO 766 799 TO 802 868 890 901 945 1038 1110 1146 -

1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 1290 TO 1312 1326 -

1327 TO 1335 1337 TO 1358 1385 1387 TO 1396 1398 TO 1412 1414 1416 TO 1441 -

1443 TO 1445 1447 TO 1451 3833 TO 3844 3846 TO 3848 3852 TO 3854 -

3856 TO 3858

* 4432 TO 4602 4605 4608 TO 4694

CHECK CODE MEMB 2 57 58 60 174 368 370 382 393 407 421 423 425 555 570 616 -

640 642 680 682 707 TO 710 763 TO 766 799 TO 802 868 890 901 945 1038 1110 -

1146 1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 1290 TO 1312 -

1326 TO 1335 1337 TO 1358 1385 1387 TO 1396 1398 TO 1412 1414 1416 TO 1441 -

1443 TO 1445 1447 TO 1451 3833 TO 3848 3852 TO 3858

*4609 TO 4694

PARAMETER 2

CODE LRFD

STEEL MEMBER TAKE OFF LIST 2 57 58 60 174 368 370 382 570 616 640 642 680 -

682 1302 TO 1312 1326 TO 1335 1385 1387 TO 1395 1399 1401 1403 1405 1407 -

1409 1411 1416 TO 1425 1444 1447 1449 3833 TO 3835 3837 3838 3840 3847 3852 -

3856 TO 3858

STEEL MEMBER TAKE OFF LIST 3842

PARAMETER 3

CODE LRFD

STEEL TAKE OFF LIST 2 57 58 60 174 368 370 382 570 616 640 642 680 682 1302 -

1303 TO 1312 1326 TO 1335 1385 1387 TO 1395 1399 1401 1403 1405 1407 1409 -

1411 1416 TO 1425 1444 1447 1449 3833 TO 3835 3837 3838 3840 3847 3852 3856 -

3857 TO 3858

STEEL TAKE OFF LIST 3842

LOAD LIST 1 TO 6 100

PARAMETER 4

CODE LRFD

LY 5 MEMB 174 1302 TO 1312 1326 TO 1335 3835 3838

LZ 10 MEMB 174 1302 TO 1312 1326 TO 1335 3835 3838

LY 40 MEMB 1110 1146 1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 -

1385 1387 TO 1394 1416 1417

LZ 10 MEMB 1110 1146 1158 1170 1182 1194 1206 1218 1230 1242 1254 1266 1278 -

1385 1387 TO 1394 1416 1417

UNT 118.1 MEMB 174 1302 TO 1312 1326 TO 1335 3835 3838 3847 3848

FINISH

Suchitra T's Activities

CAn we export staad model to revit ?

STAAD.Pro CONNECT Edition - update to new release

Modelling two columns resting on one pedestal

Built up column reactions

Importing Vulcraft joist sections

Laced Built up Column

Ask A Question I

"density of more than 10 times that of steel entered. please check".