STAAD SPACE
START JOB INFORMATION
*************************************************************
**   BAY 7.35 M x 2 + 9.6 M - NOVEMBER, 2011               **
**   Frame spacing to accomodate Cells 5.5 M + 4.8 M       **
**                                                         **
*************************************************************
**   BRACING TO SUPPORT CELL FLOOR EDGE BEAMS AT MIDDLE    **
**   Column Sections:- WWF450X201 (CL-2) + W460X235 (CL-1) **
**   Cell Floor Beams W530X92 + W410X67                    **
**                                                         **
*************************************************************
JOB NAME FCSS - FLOTATION CELL SUPPORTING STRUCTURE
JOB CLIENT CNRL
JOB NO 167575
JOB PART FCSS - PHASE-II
JOB REF VENDOR - FLSMIDTH & PDS MODEL
ENGINEER NAME LB
ENGINEER DATE 21-Nov-11
JOB REV 001
JOB COMMENT Originated from MV-2005 but steel above crane removed
JOB COMMENT Runway beam on North side is connected Master-Slave to the corbels
JOB COMMENT Tank walls are loaded via Master at the tank COG
END JOB INFORMATION
SET NL 800
INPUT WIDTH 79
*******************************************************************
***DEFINE NODE COOORDINATES***
*******************************************************************
UNIT METER KN
JOINT COORDINATES
30 80.75 312.197 58.2; 40 86.25 312.197 58.2; 316 80.75 331 58.2;
317 86.25 331 58.2; 3110 91.05 312.197 58.2; 3185 91.05 331 58.2;
3217 91.05 327.1 58.2; 3337 70.45 312.197 58.2; 3347 75.95 312.197 58.2;
3374 70.45 320.195 58.2; 3378 70.45 331 58.2; 3379 75.95 331 58.2;
3408 70.45 327.1 58.2; 3409 75.95 327.1 58.2; 3500 60.15 312.197 58.2;
3510 65.65 312.197 58.2; 3537 60.15 320.195 58.2; 3538 65.65 320.195 58.2;
3541 60.15 331 58.2; 3542 65.65 331 58.2; 3571 60.15 327.1 58.2;
3572 65.65 327.1 58.2; 3692 96.55 312.197 58.2; 3706 96.55 320.195 58.2;
3708 96.55 331 58.2; 3727 96.55 327.1 58.2; 3739 101.35 312.197 58.2;
3753 101.35 320.195 58.2; 3755 101.35 331 58.2; 3766 101.35 327.1 58.2;
3855 106.85 312.197 58.2; 3869 106.85 320.195 58.2; 3871 106.85 331 58.2;
3890 106.85 327.1 58.2; 4287 80.75 327.1 58.2; 4288 86.25 327.1 58.2;
4347 91.05 320.195 58.2; 4349 75.95 320.195 58.2; 4355 80.75 320.195 58.2;
4356 86.25 320.195 58.2; 4404 91.05 314.945 58.2; 4405 86.25 314.945 58.2;
4409 88.65 317.57 58.2; 4736 88.65 323.727 58.2; 4737 88.65 331 58.2;
4792 91.05 323.727 58.2; 4793 86.25 323.727 58.2; 5111 80.75 331 59.1;
5112 86.25 331 59.1; 5113 91.05 331 59.1; 5114 70.45 331 59.1;
5115 75.95 331 59.1; 5116 60.15 331 59.1; 5117 65.65 331 59.1;
5118 96.55 331 59.1; 5119 101.35 331 59.1; 5120 106.85 331 59.1;
5125 88.65 331 59.1; 5127 80.75 330.3 59.1; 5128 86.25 330.3 59.1;
5129 91.05 330.3 59.1; 5130 70.45 330.3 59.1; 5131 75.95 330.3 59.1;
5132 60.15 330.3 59.1; 5133 65.65 330.3 59.1; 5134 96.55 330.3 59.1;
5135 101.35 330.3 59.1; 5136 106.85 330.3 59.1; 5146 80.75 330.3 58.2;
5147 86.25 330.3 58.2; 5148 91.05 330.3 58.2; 5149 70.45 330.3 58.2;
5150 75.95 330.3 58.2; 5151 60.15 330.3 58.2; 5152 65.65 330.3 58.2;
5153 96.55 330.3 58.2; 5154 101.35 330.3 58.2; 5155 106.85 330.3 58.2;
5161 80.75 330.3 59.348; 5162 86.25 330.3 59.348; 5163 91.05 330.3 59.348;
5164 70.45 330.3 59.348; 5165 75.95 330.3 59.348; 5166 60.15 330.3 59.348;
5167 65.65 330.3 59.348; 5168 96.55 330.3 59.348; 5169 101.35 330.3 59.348;
5170 106.85 330.3 59.348; 5176 80.75 330.3 57.815; 5177 86.25 330.3 57.815;
5178 91.05 330.3 57.815; 5179 70.45 330.3 57.815; 5180 75.95 330.3 57.815;
5181 60.15 330.3 57.815; 5182 65.65 330.3 57.815; 5183 96.55 330.3 57.815;
5184 101.35 330.3 57.815; 5185 106.85 330.3 57.815; 5191 61.525 330.3 59.348;
5192 64.275 330.3 59.348; 5193 62.9 330.3 57.815; 5194 71.825 330.3 59.348;
5195 74.575 330.3 59.348; 5196 73.2 330.3 57.815; 5197 82.125 330.3 59.348;
5198 84.875 330.3 59.348; 5199 83.5 330.3 57.815; 5200 92.425 330.3 59.348;
5201 95.175 330.3 59.348; 5202 93.8 330.3 57.815; 5203 102.725 330.3 59.348;
5204 105.475 330.3 59.348; 5205 104.1 330.3 57.815; 5206 66.85 330.3 59.348;
5207 69.25 330.3 59.348; 5208 68.05 330.3 57.815; 5209 77.15 330.3 59.348;
5210 79.55 330.3 59.348; 5211 78.35 330.3 57.815; 5212 97.75 330.3 59.348;
5213 100.15 330.3 59.348; 5214 98.95 330.3 57.815; 5219 87.45 330.3 59.348;
5220 87.45 330.3 57.815; 5221 89.85 330.3 59.348; 5222 89.85 330.3 57.815;
5223 88.65 330.3 59.348; 5365 70.45 320.195 59.4; 5366 60.15 320.195 59.4;
5367 65.65 320.195 59.4; 5368 96.55 320.195 59.4; 5369 101.35 320.195 59.4;
5370 106.85 320.195 59.4; 5372 91.05 320.195 59.4; 5373 75.95 320.195 59.4;
5374 80.75 320.195 59.4; 5375 86.25 320.195 59.4; 5376 62.9 320.195 59.4;
5378 64.275 320.195 58.2; 5379 61.525 320.195 58.2; 5380 68.05 320.195 58.2;
5381 68.05 320.195 59.4; 5382 73.2 320.195 59.4; 5383 74.575 320.195 58.2;
5384 71.825 320.195 58.2; 5385 78.35 320.195 58.2; 5386 78.35 320.195 59.4;
5387 83.5 320.195 59.4; 5388 84.875 320.195 58.2; 5389 82.125 320.195 58.2;
5390 88.65 320.195 58.2; 5391 88.65 320.195 59.4; 5392 93.8 320.195 59.4;
5393 95.175 320.195 58.2; 5394 92.425 320.195 58.2; 5395 98.95 320.195 58.2;
5396 98.95 320.195 59.4; 5398 104.1 320.195 59.4; 5399 105.475 320.195 58.2;
5400 102.725 320.195 58.2; 5401 88.65 314.945 58.2;
*****************************************************************
***DEFINE MEMBER NUMBERS AND GEOMETRY***
*****************************************************************
MEMBER INCIDENCES
552 4356 4405; 571 316 5146; 572 317 5147; 6489 4287 4355; 6490 4288 4793;
6493 4287 4288; 6639 4347 4404; 6644 3185 5148; 6746 3217 4792; 7625 3374 3337;
7630 3378 5149; 7631 3379 5150; 7703 3408 3374; 7704 3409 4349; 7707 3408 3409;
7727 3409 4287; 7947 3537 3500; 7953 3542 5152; 8025 3571 3537; 8026 3572 3538;
8029 3571 3572; 8049 3572 3408; 8051 3538 5380; 8382 3706 3692; 8384 3708 5153;
8433 3727 3706; 8435 3217 3727; 8466 3753 3739; 8468 3755 5154; 8492 3766 3753;
8499 3727 3766; 8501 3706 5395; 8704 3869 3855; 8706 3871 5155; 8755 3890 3869;
8757 3766 3890; 9344 3538 3510; 9757 4355 5389; 9758 3374 5384; 9759 3537 5379;
9760 4347 5394; 9761 3753 5400; 9897 4404 3110; 9898 4405 40; 9899 4355 30;
9900 4349 3347; 9901 4404 5401; 9904 5401 3110; 9905 5401 40; 9907 4404 4409;
9908 4405 4409; 9922 4347 5390; 9923 4355 5385; 9924 4347 4409; 9925 4356 4409;
9979 3541 5151; 10423 4288 4736; 10469 4736 4347; 10470 4356 4736;
10471 4736 3217; 10835 4737 3217; 10836 4288 4737; 10960 4792 4347;
10961 4793 4356; 10962 4793 4736; 10963 4736 4792; 11561 5111 5112;
11562 5112 5125; 11563 5114 5115; 11564 5115 5111; 11565 5116 5117;
11566 5117 5114; 11567 5113 5118; 11568 5118 5119; 11569 5119 5120;
11574 5125 5113; 11595 5155 5136; 11596 5136 5170; 11597 5154 5135;
11598 5135 5169; 11599 5153 5134; 11600 5134 5168; 11601 5148 5129;
11602 5129 5163; 11603 5147 5128; 11604 5128 5162; 11605 5146 5127;
11606 5127 5161; 11607 5150 5131; 11608 5131 5165; 11609 5149 5130;
11610 5130 5164; 11611 5152 5133; 11612 5133 5167; 11613 5151 5132;
11614 5132 5166; 11624 5146 4287; 11625 5147 4288; 11626 5148 3217;
11627 5149 3408; 11628 5150 3409; 11629 5151 3571; 11630 5152 3572;
11631 5153 3727; 11632 5154 3766; 11633 5155 3890; 11640 5151 5181;
11641 5152 5182; 11642 5149 5179; 11643 5150 5180; 11644 5146 5176;
11645 5147 5177; 11646 5148 5178; 11647 5153 5183; 11648 5154 5184;
11649 5155 5185; 11658 5181 5193; 11659 5166 5191; 11660 5182 5208;
11661 5167 5206; 11662 5179 5196; 11663 5164 5194; 11664 5180 5211;
11665 5165 5209; 11666 5176 5199; 11667 5161 5197; 11668 5177 5220;
11669 5162 5219; 11670 5178 5202; 11671 5163 5200; 11672 5183 5214;
11673 5168 5212; 11674 5184 5205; 11675 5169 5203; 11680 5191 5192;
11681 5192 5167; 11682 5193 5182; 11683 5181 5191; 11684 5191 5193;
11685 5193 5192; 11686 5192 5182; 11687 5194 5195; 11688 5195 5165;
11689 5196 5180; 11690 5179 5194; 11691 5194 5196; 11692 5196 5195;
11693 5195 5180; 11694 5197 5198; 11695 5198 5162; 11696 5199 5177;
11697 5176 5197; 11698 5197 5199; 11699 5199 5198; 11700 5198 5177;
11701 5200 5201; 11702 5201 5168; 11703 5202 5183; 11704 5178 5200;
11705 5200 5202; 11706 5202 5201; 11707 5201 5183; 11708 5203 5204;
11709 5204 5170; 11710 5205 5185; 11711 5184 5203; 11712 5203 5205;
11713 5205 5204; 11714 5204 5185; 11715 5206 5207; 11716 5207 5164;
11717 5208 5179; 11718 5182 5206; 11719 5206 5208; 11720 5208 5207;
11721 5207 5179; 11722 5209 5210; 11723 5210 5161; 11724 5211 5176;
11725 5180 5209; 11726 5209 5211; 11727 5211 5210; 11728 5210 5176;
11729 5212 5213; 11730 5213 5169; 11731 5214 5184; 11732 5183 5212;
11733 5212 5214; 11734 5214 5213; 11735 5213 5184; 11744 5219 5223;
11745 5220 5222; 11746 5221 5163; 11747 5222 5178; 11748 5223 5221;
11749 5177 5219; 11750 5219 5220; 11751 5220 5223; 11752 5223 5222;
11753 5222 5221; 11754 5221 5178; 11755 316 317; 11756 317 4737;
11757 3378 3379; 11758 3379 316; 11759 3541 3542; 11760 3542 3378;
11761 3185 3708; 11762 3708 3755; 11763 3755 3871; 11767 4737 3185;
11793 4288 3217; 11813 5120 3871; 11814 5119 3755; 11815 5118 3708;
11816 5113 3185; 11817 5112 317; 11818 5111 316; 11819 5115 3379;
11820 5114 3378; 11821 5117 3542; 11822 5116 3541; 12042 3537 5366;
12043 3538 5367; 12044 3374 5365; 12045 4349 5373; 12046 4355 5374;
12047 4356 5375; 12048 4347 5372; 12049 3706 5368; 12050 3753 5369;
12051 3869 5370; 12052 5366 5376; 12053 5367 5381; 12054 5365 5382;
12055 5373 5386; 12056 5374 5387; 12057 5375 5391; 12058 5372 5392;
12059 5368 5396; 12060 5369 5398; 12062 5376 5367; 12063 5379 5378;
12064 5378 3538; 12066 5366 5379; 12067 5379 5376; 12068 5376 5378;
12069 5378 5367; 12070 5380 3374; 12071 5381 5365; 12072 5380 5381;
12073 5367 5380; 12074 5365 5380; 12075 5382 5373; 12076 5383 4349;
12077 5384 5383; 12078 5385 4349; 12079 5386 5374; 12080 5365 5384;
12081 5384 5382; 12082 5382 5383; 12083 5383 5373; 12084 5385 5386;
12085 5373 5385; 12086 5374 5385; 12087 5387 5375; 12088 5388 4356;
12089 5389 5388; 12090 5390 4356; 12091 5391 5372; 12092 5374 5389;
12093 5389 5387; 12094 5387 5388; 12095 5388 5375; 12096 5390 5391;
12097 5375 5390; 12098 5372 5390; 12099 5392 5368; 12100 5393 3706;
12101 5394 5393; 12102 5395 3753; 12103 5396 5369; 12104 5372 5394;
12105 5394 5392; 12106 5392 5393; 12107 5393 5368; 12108 5395 5396;
12109 5368 5395; 12110 5369 5395; 12112 5398 5370; 12113 5399 3869;
12114 5400 5399; 12117 5369 5400; 12118 5400 5398; 12119 5398 5399;
12120 5399 5370; 12121 5401 4405;
***END OF MEMBER-GEOMETRY DEFINITION***
******************************************************************************
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
*******************************************************************************
CONSTANTS
BETA 90 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 -
7947 7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 -
9898 TO 9900 9979 10960 10961 11624 TO 11633
MATERIAL STEEL ALL
****************************************************
***STEEL SECTIONS***
****************************************************
MEMBER PROPERTY CANADIAN
***PLATFORM BEAMS UNDER THE "STEPS" BETWEEN FC LEVELS***
11595 TO 11614 11640 TO 11649 TABLE ST W610X140
*******************************
6493 7707 7727 8029 8049 8435 8499 8757 9901 10962 10963 11755 TO 11763 11767 -
12121 TABLE ST W250X49
11793 TABLE ST W250X49
*********************************
**FCS PLATFORM PRIMARY BEAMS***
**********************************
***FCS PLATFORM SECONDARY BEAMS***
*************************************
************************************
*******************************
***********************************
***HEAVY PLATE-WELDED 450X450 FC-SUPPORTING COLUMNS********
**************************************
***MAIN COLUMNS SUPPORTING HALF-BAY FCS AND THE BRIDGE CRANE*****
***CRANE RUNWAY-SUUPORTING BEAMS***
**********************************
**END-WALL COLUMNS**
******************************
******************************
*****LIGHT BEAMS*********
*********************************************
*HSS BRACING
**********************************************
***
9904 9905 9907 9908 9924 9925 10423 10469 TO 10471 10835 10836 12072 TO 12074 -
12084 TO 12086 12096 TO 12098 12108 TO 12110 TABLE ST HSST152X152X8.0
***
***
**THE HEAVIEST BRACING - USED IMMEDIATELY UNDER THE FCS PLATFORMS**
********************************************
**LIGHT HORIZONTAL BRACING FOR LANDINGS AND PLATFORM
11683 TO 11686 11690 TO 11693 11697 TO 11700 11704 TO 11707 11711 TO 11714 -
11718 TO 11721 11725 TO 11728 11732 TO 11735 11749 TO 11753 -
11754 TABLE ST HSST127X127X8.0
12066 TO 12069 12080 TO 12083 12092 TO 12095 12104 TO 12107 12117 TO 12119 -
12120 TABLE ST HSST152X152X8.0
11561 TO 11569 11574 TABLE ST W530X165
11813 TO 11822 TABLE SD L203X102X19 SP 0.01
***NORTH COLUMNS***
11658 TO 11675 11680 TO 11682 11687 TO 11689 11694 TO 11696 11701 TO 11703 -
11708 TO 11710 11715 TO 11717 11722 TO 11724 11729 TO 11731 11744 TO 11747 -
11748 TABLE ST HSST305X305X13
552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 7947 7953 8025 -
8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 TO 9900 9979 -
10960 10961 11624 TO 11633 TABLE ST W760X196
8051 8501 9757 TO 9761 9922 9923 12052 TO 12060 12062 TO 12064 12070 12071 -
12075 TO 12079 12087 TO 12091 12099 TO 12103 12112 TO 12113 -
12114 TABLE ST W250X58
12042 TO 12051 TABLE ST W310X79
****************************************************************
*END OF STEEL SECTIONS
************************************************************************
***********************************
*ALL PINNED SUPPRTS AWAITING K-LATERAL SPRING VALUES!!
*USE PIN-SUPPRT WITH FIXED TORSION FOR NOW**
********************************************************
SUPPORTS
30 40 3110 3337 3347 3500 3510 3692 3739 3855 FIXED
*where MY is torsion moment in global axis
*********************************************************
****MASTER -SLAVE COUPLES OF NORTH RUNWAY BEAMS*********
*Master is on the Corbel
*slave is on the Runway Beam
****
*WEST TRUSS CORNER
*MID-POINT
*GRID 1
*GRID 2
SLAVE RIGID MASTER 5132 JOINT 5116
*GRID 3
SLAVE RIGID MASTER 5133 JOINT 5117
*GRID 4
SLAVE RIGID MASTER 5130 JOINT 5114
*GRID 5
SLAVE RIGID MASTER 5131 JOINT 5115
*GRID 6
SLAVE RIGID MASTER 5127 JOINT 5111
*GRID 7
SLAVE RIGID MASTER 5128 JOINT 5112
*GRID 8
SLAVE RIGID MASTER 5129 JOINT 5113
*GRID 9
SLAVE RIGID MASTER 5134 JOINT 5118
*GRID 10
SLAVE RIGID MASTER 5135 JOINT 5119
*GRID 11
SLAVE RIGID MASTER 5136 JOINT 5120
*GRID 12
*EAST TRUSS CORNER
***************
****MASTER -SLAVE COUPLES OF SOUTH RUNWAY BEAMS*********
*Master is on the column top
*slave is on the Runway Beam
****
*WEST TRUSS CORNER
*GRID 1
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID 6
*GRID 7
*GRID 8
*GRID 9
*GRID 10
*GRID 11
*GRID 12
*EAST TRUSS CORNER
***************
************************************************************************
***RELASEAS ARE MY AND MZ FOR BEAMS OR 'TRUSS' FOR BRACING***
*************************************************************************
MEMBER RELEASE
********************************
*MEMBER-START RELEASES - MX - TORSION IS FIXED
*****************
6493 7707 7727 8029 8049 8051 8435 8499 8501 8757 START MY MZ
9757 TO 9761 9901 9904 9905 9907 9908 9922 TO 9925 10962 11561 TO 11569 11658 -
11659 TO 11675 11755 TO 11763 11793 12052 TO 12060 START MY MZ
********************************
*MEMBER-END RELEASES - MX - TORSION IS FIXED
*****************
6493 7707 7727 8029 8049 8435 8499 12062 12070 END MY MZ
12071 12075 12076 12079 12087 12088 12091 12099 12102 12103 12112 END MY MZ
8757 9904 9905 10963 12064 12078 12090 12100 12113 12121 END MY MZ
11561 11563 TO 11569 11574 11681 11682 11688 11689 11695 11696 11702 11703 -
11709 11710 11716 11717 11723 11724 11730 11731 11746 11747 11755 -
11757 TO 11763 11767 11793 END MY MZ
*****************************************************************************
*TRUSS MEMBER SPECIFICATION IS USED ONLY FOR BRACING
**************************************************************
MEMBER TRUSS 
10423 10469 TO 10471 10835 10836 11683 TO 11686 11690 TO 11693 11697 TO 11700 -
11704 TO 11707 11711 TO 11714 11718 TO 11721 11725 TO 11728 11732 TO 11735 -
11749 TO 11754 11813 TO 11822 12066 TO 12069 12072 TO 12074 12080 TO 12086 -
12092 TO 12098 12104 TO 12110 12117 TO 12120
***********************************************
*****END OF GEOMETRY*****
******************************************************************************
***STARTING LOAD-CASE DEFINITION***
******************************************************************************
*
**************************
***EARTHQUAKE-DEFINITION**
DEFINE NRC 2005 LOAD
SA1 0.116 SA2 0.056 SA3 0.023 SA4 0.006 IE 1 SCLASS 4 MVX 1 MVZ 1 JX 1 JZ 1 RDX 1.5 -
 RDZ 1.5 ROX 1.3 ROZ 1.3
*For structural steel accelerating mass:
SELFWEIGHT 1.15 
*2-FC dry weight
JOINT WEIGHT
*3-FC Normal Operation Content
JOINT WEIGHT
*6-Piping operating weight
JOINT WEIGHT
*8-Dead Platforms between FC
JOINT WEIGHT
*9-Dead Platform - South Rack
JOINT WEIGHT
*10-Dead Platform - North Rack
JOINT WEIGHT
*11-Dead Stairs-Cutwalks-Bridges
JOINT WEIGHT
*35-Crane-assembly weight - for Seismic
JOINT WEIGHT
*************************************
******STARTING BASIC LOAD CASES******
*************************************
*EARTHQUAKE MUST PRECEDE OTHER CASES*
*************************************
* Earthquake Operating load in x-dir:
LOAD 19 LOADTYPE None  TITLE EX
NRC LOAD X 1.5 ACC 1
PERFORM ANALYSIS 
CHANGE
*
* Earthquake Operating load in z-dir:
LOAD 20 LOADTYPE None  TITLE EZ
NRC LOAD Z 1.5 ACC 1
PERFORM ANALYSIS 
CHANGE
*
**************
**DEAD LOADS**
**************
*Steel Self-Weight
*by STAAD incl. 15% allowance
LOAD 1 LOADTYPE None  TITLE DSW
SELFWEIGHT Y -1.15 
*
*FC dry weight
**TANK DRY WEIGHT IS 296KN  - FLSMIDTH*
LOAD 2 LOADTYPE None  TITLE DFC-DY
*
*FC Normal Operation Content
**TANK NORMAL OPERATION CONTENT IS 1753KN  - FLSMIDTH*
MEMBER LOAD
7947 UNI GY -0.01
LOAD 3 LOADTYPE None  TITLE DFC-NO
*
*FC Overflow Content
**TANK OVERFLOW CONTENT IS 4029KN  - FLSMIDTH*
MEMBER LOAD
7947 UNI GY -0.01
LOAD 4 LOADTYPE None  TITLE DFC-OV
*
*FC Upset Condition Content
**TANK UPSET CONDITION CONTENT IS 2197KN  - FLSMIDTH*
MEMBER LOAD
7947 UNI GY -0.01
LOAD 5 LOADTYPE None  TITLE DFC-UP
*
***PIPING OPERATING WEIGHT**
MEMBER LOAD
7947 UNI GY -0.01
LOAD 6 LOADTYPE None  TITLE DP-O
MEMBER LOAD
7947 UNI GY -0.01
**SOUTH RACK**
*platform level
*10292 10298 10308 TO 10315 11300 TO 11304 11309 TO 11318 11329 11333 TO 11335 -
*11347 TO 11356 11366 TO 11375 11385 TO 11394 11405 TO 11411 11417 TO 11419 -
*11420 UNI GY -18
*lower levels
***ACTUAL STRESS RESULTS APPLIED***
**FEED LINES**
**GRID D STRINGERS - ROD-HANGERS**
**TOPMOST LEVEL TOS 325.200**
*GRID 2*
*GRID 3*
*GRID 4*
*GRID 5*
*GRID 6*
*GRID 7*
*GRID 8*
*GRID 9*
*GRIS 10*
**SECOND-TOP LEVEL TOS 321.125**
*GRID 2*
*GRID 3*
*GRID 4*
*GRID 5*
*GRID 6*
*stations on the same level - load assumed
*
**SOUTH RACK -TOS 312.900**
*Grid 4
*Grid 5
*Grid E
*UNIFORMLY-DISTRIBUTED LOAD
*
*SOUTH RACK TOS 307.000
*GRID 1
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID 6
*GRID 7
*GRID 8
*GRID 9
*GRID 10
*UNIFORMLY-DISTRIBUTED LOAD
*
*SOUTH RACK TOS 302.500 - LOWEST LEVEL
*GRID 1
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID E
*UNIFORMLY-DISTRIBUTED LOAD
*
*SOUTH RACK - TOS 301.825*
*BAY BETWEEN GRID 3 AND GRID 4*
*1685mm SOUTH OF GRID A1
*GRID A
*GRID B
*GRID C
*995mm NORTH OF GRID D
*
*UNIFORMLY DISTRIBUTED LOAD
*
*BAY BETWEEN GRID 4 AND GRID 7
*GRID A1
*GRID A
*GRID 6
*GRID C
*GRID D
*
*UNIFORMLY DISTRIBUTED LOAD
*
*BAY BETWEEN GRID 7 AND GRID 8
*GRID A
*GRID B
*GRID C
*1200mm NORTH OF GRID D
*
*UNIFORMLY DISTRIBUTED LOAD
*
**FROTH COLLECTION HEADERS**
**NORTH PLATFORM**
*
**NORTH PLATFORM**
*BROWN PIPES - MAIN LEVEL SUPPORTS*
*
*BROWN PIPES - UPPER LEVEL SUPPORTS*
*
***PIPING DRY WEIGHHT***
LOAD 7 LOADTYPE None  TITLE DP-D
MEMBER LOAD
7947 UNI GY -0.01
**SOUTH RACK**
*platform level
*10292 10298 10308 TO 10315 11300 TO 11304 11309 TO 11318 11329 11333 TO 11335 -
*11347 TO 11356 11366 TO 11375 11385 TO 11394 11405 TO 11411 11417 TO 11419 -
*11420 UNI GY -11
*lower levels
***ACTUAL STRESS RESULTS APPLIED***
**FEED LINES**
**GRID D STRINGERS - ROD-HANGERS**
**SOUTH RACK - TOPMOST LEVEL TOS 325.200**
*GRID 2*
*GRID 3*
*GRID 4*
*GRID 5*
*GRID 6*
*GRID 7*
*GRID 8*
*GRID 9*
*GRIS 10*
**SOUTH RACK - SECOND-TOP LEVEL TOS 321.125**
*GRID 2*
*GRID 3*
*GRID 4*
*GRID 5*
*GRID 6*
*stations on the same level - load assumed
*
**SOUTH RACK -TOS 312.900**
*Grid 4
*Grid 5
*Grid E
*
**SOUTH RACK - TOS 307.000**
*GRID 1
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID 6
*GRID 7
*GRID 8
*GRID 9
*GRID 10
*
**LOWEST LEVEL - SOUTH RACK TOS 302.500**
*GRID 1
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID E
*
*SOUTH RACK - TOS 301.825*
*BAY BETWEEN GRID 3 AND GRID 4*
*1685mm SOUTH OF GRID A1
*GRID A
*GRID B
*GRID C
*995mm NORTH OF GRID D
*BAY BETWEEN GRID 4 AND GRID 7
*GRID A1
*GRID A
*GRID 6
*GRID C
*GRID D
*BAY BETWEEN GRID 7 AND GRID 8
*GRID A
*GRID B
*GRID C
*1200mm NORTH OF GRID D
*
**FROTH COLLECTION HEADERS**
**NORTH PLATFORM**
*
**NORTH PLATFORM**
*BROWN PIPES - MAIN LEVEL SUPPORTS*
*
*BROWN PIPES - UPPER LEVEL SUPPORTS*
*
*Dead Platforms between FC
LOAD 8 LOADTYPE None  TITLE DPL-FC
MEMBER LOAD
7947 UNI GY -0.01
*dead load in between of FC
*dead load south of FC
*
*Dead Platform - South Rack
LOAD 9 LOADTYPE None  TITLE DPL-SR
MEMBER LOAD
7947 UNI GY -0.01
*loading secondary beams with 4.8kPa
*
*Dead Platform - North Rack
LOAD 10 LOADTYPE None  TITLE DPL-NR
MEMBER LOAD
7947 UNI GY -0.01
*
*Dead Stairs-Cutwalks-Bridges
LOAD 11 LOADTYPE None  TITLE DSCB
MEMBER LOAD
7947 UNI GY -0.01
**STAIR-CASE**
*
**************
**LIVE LOADS**
**************
*Live Platforms ON TOP AND IN BETWEEN FC
LOAD 12 LOADTYPE None  TITLE LPL-FC
MEMBER LOAD
7947 UNI GY -0.01
*live load on top of FC
*add to the edge beams
*live load in between of FC (4.8kPa+2.4kPa)x1.6m
*live load south of FC
*
*Live Platform - South Rack
*loading secondary beams with 4.8kPa onthe north side and 5.8kPa on the souh
LOAD 13 LOADTYPE None  TITLE LPL-SR
MEMBER LOAD
7947 UNI GY -0.01
*
*Live Platform -North Rack
LOAD 14 LOADTYPE None  TITLE LPL-NR
MEMBER LOAD
7947 UNI GY -0.01
*
*Live Stairs-Cutwalks-Bridges
LOAD 15 LOADTYPE None  TITLE LSCB
MEMBER LOAD
7947 UNI GY -0.01
**STAIR-CASE**
*
****************
**PIPING LATERAL LOADS**
****************
*PIPING ANCHOR (including guides)
LOAD 16 LOADTYPE None  TITLE A
MEMBER LOAD
7947 UNI GY -0.01
***ACTUAL STRESS RESULTS APPLIED***
**FEED LINES**
**SOUTH RACK**
**TOPMOST LEVEL TOS 325.200**
*GRID 2*
*GRID 3*
*GRID 4*
*GRID 5*
*GRID 6*
*GRID 7*
*NO ANCHOR/GUIDE LOADS
*GRID 8*
*GRID 9*
*NO ANCHOR/GUIDE LOADS
*GRID 10*
*NO ANCHOR/GUIDE LOADS
*
**SECOND-TOP LEVEL TOS 321.125**
*GRID 2*
*NO ANCHOR/GUIDE LOADS
*GRID 3*
*GRID 4*
*NO ANCHOR/GUIDE LOADS
*GRID 5*
*NO ANCHOR/GUIDE LOADS
*GRID 6*
*
**SOUTH RACK TOS 312.900**
*Grid 4
*
**SOUTH RACK TOS 307.000**
*GRID 1
*NO ANCHOR/GUIDE LOADS
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID 6
*GRID 7
*GRID 8
*GRID 9
*GRID 10
*
**LOWEST LEVEL - SOUTH RACK TOS 302.200**
*GRID 1/GRID 2
*NO ANCHOR/GUIDE LOADS
*GRID 3
*GRID 4 / GRID 5 / GRID E
*NO ANCHOR/GUIDE LOADS
*
*SOUTH RACK - TOS 301.825*
*BAY BETWEEN GRID 3 AND GRID 4*
*1685mm SOUTH OF GRID A1
*GRID A
*GRID B
*GRID C
*BAY BETWEEN GRID 4 AND GRID 7
*GRID A
*GRID C
*BAY BETWEEN GRID 7 AND GRID 8
*GRID A1
*GRID A
*GRID B
*GRID C
*
** NORTH PLATFORM **
*BROWN PIPES - MAIN LEVEL SUPPORTS*
*
*BROWN PIPES - UPPER LEVEL SUPPORTS*
*
***PIPING FRICTION X
LOAD 17 LOADTYPE None  TITLE FX
MEMBER LOAD
7947 UNI GY -0.01
***ACTUAL STRESS RESULTS APPLIED***
**FEED LINES**
**TOPMOST LEVEL TOS 325.200**
*GRID 2*
*GRID 3*
*GRID 4*
*GRID 5*
*GRID 6*
*GRID 7*
*GRID 8*
*GRID 9*
*GRID 10*
**SECOND-TOP LEVEL TOS 321.125**
*GRID 2*
*GRID 3*
*NO FRICTION
*GRID 4*
*GRID 5*
*GRID 6*
*
**SOUTH RACK - TOS 312.900**
*FRICTION X
*Grid 5
*Grid E
*FRICTION Z
*Grid 5
*Grid E
*
**SOUTH RACK - TOS 307.000**
*GRID 1
*GRID 2
*GRID 3
*GRID 4
*GRID 5
*GRID 6
*GRID 7
*GRID 8
*GRID 9
*GRID 10
*NO FRICTION
*
**LOWEST LEVEL - SOUTH RACK TOS 302.200**
*GRID 1
*GRID 2
*GRID 3
*NO FRICTION
*GRID 4
*GRID 5
*GRID E
*
*SOUTH RACK - TOS 301.825*
*BAY BETWEEN GRID 3 AND GRID 4*
*1685mm SOUTH OF GRID A1
*GRID A
*GRID B
*GRID C
*995mm NORTH OF GRID D
*BAY BETWEEN GRID 4 AND GRID 7
*GRID A1
*GRID A
*GRID 6
*GRID D
*BAY BETWEEN GRID 7 AND GRID 8
*GRID B
*1200mm NORTH OF GRID D
*
** NORTH PLATFORM **
*BROWN PIPES - MAIN LEVEL SUPPORTS*
*
*BROWN PIPES - UPPER LEVEL SUPPORTS*
*
*Piping Friction Z
*decided not to fill in for simplicity - FX instead
*has both FX and FZ
LOAD 18 LOADTYPE None  TITLE FZ
MEMBER LOAD
7947 UNI GY -0.01
*Load cases 19 and 18 placed in front
*        as Earthquake BLCs should be.
*
*******************
***CRANE LOADS*****
*******************
****WEST-END****
*
*Crane West End - Vertical
LOAD 21 LOADTYPE None  TITLE CVS+CIS-W
MEMBER LOAD
7947 UNI GY -0.01
*heavy side
*light side
*
*Crane West End - Side Thrust
*REDO SIDE THRUST FOR 20% (PENDANT-CONTROLLED CRANE)!!
LOAD 22 LOADTYPE None  TITLE CSS-W
MEMBER LOAD
7947 UNI GY -0.01
*heavy side only
*
*Crane West End - Tractive
LOAD 23 LOADTYPE None  TITLE CLS-W
MEMBER LOAD
7947 UNI GY -0.01
*at driven wheels only
*heavy side
*light side
*
*Crane West End - Bumper
LOAD 24 LOADTYPE None  TITLE CBS-W
MEMBER LOAD
7947 UNI GY -0.01
*bumper at NW corner
*
****EAST-END***
*
*Crane East End - Vertical
LOAD 25 LOADTYPE None  TITLE CVS+CIS-E
MEMBER LOAD
*heavy side
11569 CON GY -86 2.924
*light side
*
*Crane East End - Side Thrust
*REDO SIDE THRUST FOR 20% (PENDANT-CONTROLLED CRANE)!!
LOAD 26 LOADTYPE None  TITLE CSS-E
MEMBER LOAD
*heavy side only
11569 CON GZ -20 2.924
*
*Crane East End - Tractive
LOAD 27 LOADTYPE None  TITLE CLS-E
*at driven wheels only
MEMBER LOAD
*heavy side
11569 CON GX 15 1.076
*light side
*
*Crane East End - Bumper
LOAD 28 LOADTYPE None  TITLE CBS-E
MEMBER LOAD
7947 UNI GY -0.01
*bumper at NE corner
*
****TWO CENTRAL STATIONS FOR NORTH SIDE*****
**will be reapeated for south - cases 48 to 53
****MIDDLE COLUMN
*
*Crane Middle Column - Vertical
LOAD 29 LOADTYPE None  TITLE CVS+CIS-MC
MEMBER LOAD
*heavy side
11564 CON GY -86 2.385
11564 CON GY -86 3.585
11561 CON GY -86 1.216
11561 CON GY -86 2.416
*light side
*
*Crane Middle Column - Side Thrust
*SIDE THRUST FOR 10% EACH SIDE(AS FOR PENDANT-CONTROLLED CRANE)!!
LOAD 30 LOADTYPE None  TITLE CSS-MC
MEMBER LOAD
*north side only
11564 CON GZ -10 2.385
11564 CON GZ -10 3.585
11561 CON GZ -10 1.216
11561 CON GZ -10 2.416
*
*Crane Middle Column - Tractive
LOAD 31 LOADTYPE None  TITLE CLS-MC
*at driven wheels only
MEMBER LOAD
*heavy side
11564 CON GX -15 2.385
11561 CON GX -15 2.416
*light side
*
*****MIDDLE BEAM*********
*
*Crane Middle Beam - Vertical
LOAD 32 LOADTYPE None  TITLE CVS+CIS-MB
MEMBER LOAD
*heavy side
11561 CON GY -86 0.335
11561 CON GY -86 1.535
11561 CON GY -86 3.966
11561 CON GY -86 5.166
*light side
*
*Crane Middle Beam - Side Thrust
*SIDE THRUST FOR 10% EACH SIDE(PENDANT-CONTROLLED CRANE)!!
LOAD 33 LOADTYPE None  TITLE CSS-MB
MEMBER LOAD
*NORTH side only
11561 CON GZ -10 0.335
11561 CON GZ -10 1.535
11561 CON GZ -10 3.966
11561 CON GZ -10 5.166
*
*Crane Middle Beam - Tractive
LOAD 34 LOADTYPE None  TITLE CLS-MB
*at driven wheels only
MEMBER LOAD
*heavy side
11561 CON GX -15 0.335
11561 CON GX -15 5.166
*light side
*
*Crane-assembly weight - for Seismic
LOAD 35 LOADTYPE None  TITLE CD
MEMBER LOAD
*FICTITIOUS LOADS YET!
*heavy side
11564 CON GY -11.11 2.385
11564 CON GY -11.11 3.585
11561 CON GY -11.11 1.216
11561 CON GY -11.11 2.416
*light side
*
**************
**SNOW LOADS**
**************
*Snow on steel
LOAD 36 LOADTYPE None  TITLE SS
MEMBER LOAD
6493 7707 7727 8029 8049 8051 8435 8499 8501 8757 9757 TO 9761 9922 9923 -
10962 10963 11561 TO 11569 11574 11755 TO 11763 11767 11793 12063 12064 -
12070 12076 TO 12078 12088 TO 12090 12100 TO 12102 12113 -
12114 UNI GY -0.32
*Snow on FC
LOAD 37 LOADTYPE None  TITLE SS
MEMBER LOAD
7947 UNI GY -0.01
*snow load on top of FC (1.62x0.8)x0.8m
*Snow on platforms
LOAD 38 LOADTYPE None  TITLE SS
MEMBER LOAD
7947 UNI GY -0.01
*snow load in between FC (1.62x1.25)x1.6m with 25% for snow dunes
*snow load south of FC (1.62x1.25)x1.0m with 25% for snow dunes
*
****************
**THERMAL LOAD**
****************
LOAD 39 LOADTYPE None  TITLE T
TEMPERATURE LOAD
7947 TEMP 55
*
****************
**WIND LOAD**
****************
*Wind on steel X
LOAD 40 LOADTYPE None  TITLE WSX
MEMBER LOAD
*regular and FC Platform columns - assume WW450x201*
552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 7947 7953 8025 -
8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 TO 9900 9979 -
10960 10961 UNI GX -0.8
11624 TO 11633 UNI GX -0.8
*W610x241 beams of FC Platforms - assume elevated 17m*
*
*Wind on crane X
LOAD 41 LOADTYPE None  TITLE WCX
MEMBER LOAD
7947 UNI GY -0.01
*
*Wind on piping X
LOAD 42 LOADTYPE None  TITLE WPX
MEMBER LOAD
7947 UNI GY -0.01
*
*Wind on FC X
**TOTAL FORCE ON FC IS 35KN ACCORDING TO FLSMIDTH**
LOAD 43 LOADTYPE None  TITLE WFC-X
MEMBER LOAD
7947 UNI GY -0.01
*
*Wind on steel Z
LOAD 44 LOADTYPE None  TITLE WSZ
MEMBER LOAD
*regular and FC Platform columns - assume WW450x201*
552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 7947 7953 8025 -
8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 TO 9900 9979 -
10960 10961 11561 TO 11569 11574 11624 TO 11633 UNI GZ 0.8
6493 7707 7727 8029 8049 8051 8435 8499 8501 8757 9757 TO 9761 9922 9923 -
10962 10963 11755 TO 11763 11767 11793 12063 12064 12070 12076 TO 12078 -
12088 TO 12090 12100 TO 12102 12113 12114 UNI GZ 0.44
*
*Wind on crane Z
LOAD 45 LOADTYPE None  TITLE WCZ
MEMBER LOAD
7947 UNI GY -0.01
*
*Wind on piping Z
LOAD 46 LOADTYPE None  TITLE WPZ
MEMBER LOAD
7947 UNI GY -0.01
*
*Wind on FC Z
**TOTAL FORCE ON FC IS 35KN ACCORING TO FLSMIDTH**
LOAD 47 LOADTYPE None  TITLE WFC-Z
MEMBER LOAD
7947 UNI GY -0.01
***
******INSERT - LATER ADDITION  - CRANE WITH TROLLEY ON THE SOUTH SIDE*****
****TWO CENTRAL STATIONS FOR SOUTH SIDE*****
**for north side refer to cases 29 to 34
****MIDDLE COLUMN
*
*Crane Middle Column - Vertical
*the same members but mirrred load pattern
LOAD 48 LOADTYPE None  TITLE CVS+CIS-MC
MEMBER LOAD
*light side
11564 CON GY -24 2.385
11564 CON GY -24 3.585
11561 CON GY -24 1.216
11561 CON GY -24 2.416
*heavy side
*
*Crane Middle Column - Side Thrust
*SIDE THRUST FOR 10% ON EACH SIDE (AS FOR PENDANT-CONTROLLED CRANE)!!
LOAD 49 LOADTYPE None  TITLE CSS-MC
MEMBER LOAD
7947 UNI GY -0.01
*south side only
*
*Crane Middle Column - Tractive
LOAD 50 LOADTYPE None  TITLE CLS-MC
*at driven wheels only
MEMBER LOAD
*light side
11564 CON GX -5 2.385
11561 CON GX -5 2.416
*heavy side
*
*****MIDDLE BEAM*********
*
*Crane Middle Beam - Vertical
LOAD 51 LOADTYPE None  TITLE CVS+CIS-MB
MEMBER LOAD
*light side
11561 CON GY -24 0.335
11561 CON GY -24 1.535
11561 CON GY -24 3.966
11561 CON GY -24 5.166
*heavy side
*
*Crane Middle Beam - Side Thrust
*SIDE THRUST FOR 10% ON EACH SIDE (AS FOR PENDANT-CONTROLLED CRANE)!!
LOAD 52 LOADTYPE None  TITLE CSS-MB
MEMBER LOAD
7947 UNI GY -0.01
*south side only
*
*Crane Middle Beam - Tractive
LOAD 53 LOADTYPE None  TITLE CLS-MB
*at driven wheels only
MEMBER LOAD
*light side
11561 CON GX -5 0.335
11561 CON GX -5 5.166
*heavy side
*
*
*Crane East End - Bumper
LOAD 54 LOADTYPE None  TITLE CBS-E
MEMBER LOAD
7947 UNI GY -0.01
*bumper at SE corner
*Crane West End - Bumper
LOAD 55 LOADTYPE None  TITLE CBS-W
MEMBER LOAD
7947 UNI GY -0.01
*bumper at SE corner
*
*
*ten numbers are reserved for exta Basic Load Cases
**END OF BASIC LOAD CASES**
***************************************************
*
*************************************
***LOAD COMBINATIONS - LOWER LEVEL***
*************************************
****DEAD****
*Dead Dry Weight +
LOAD 58 LOADTYPE None  TITLE DDY
REPEAT LOAD
1 1.0 2 1.0 7 1.0 8 1.0 9 1.0 10 1.0 11 1.0 
*
*Dead Normal Operation +
LOAD 59 LOADTYPE None  TITLE D
REPEAT LOAD
1 1.0 2 1.0 3 1.0 6 1.0 8 1.0 9 1.0 10 1.0 11 1.0 
*
*Dead with crane SW +
LOAD 60 LOADTYPE None  TITLE D'
REPEAT LOAD
1 1.0 2 1.0 3 1.0 6 1.0 8 1.0 9 1.0 10 1.0 11 1.0 35 1.0 
*
*Dead Overflow SW +
LOAD 61 LOADTYPE None  TITLE DOV
REPEAT LOAD
1 1.0 2 1.0 4 1.0 6 1.0 8 1.0 9 1.0 10 1.0 11 1.0 
*
*Dead Upset Condition SW +
LOAD 62 LOADTYPE None  TITLE DUP
REPEAT LOAD
1 1.0 2 1.0 5 1.0 6 1.0 8 1.0 9 1.0 10 1.0 11 1.0 
*
****LIVE****
*Live Total
LOAD 63 LOADTYPE None  TITLE L
REPEAT LOAD
12 1.0 13 1.0 14 1.0 15 1.0 
*
****SNOW****
*Snow Total
LOAD 64 LOADTYPE None  TITLE S
REPEAT LOAD
36 1.0 37 1.0 38 1.0 
*
****WIND****
*Wind X Total
LOAD 65 LOADTYPE None  TITLE WX
REPEAT LOAD
40 1.0 41 1.0 42 1.0 43 1.0 
*
*Wind Z Total
LOAD 66 LOADTYPE None  TITLE WZ
REPEAT LOAD
44 1.0 45 1.0 46 1.0 47 1.0 
*
*Four numbers reserved for extra LC
*
****CRANE****
*Crane West-End
LOAD 71 LOADTYPE None  TITLE C2W
REPEAT LOAD
21 1.0 22 1.0 23 1.0 
*
*Crane East-End
LOAD 72 LOADTYPE None  TITLE C2E
REPEAT LOAD
25 1.0 26 1.0 27 1.0 
*
*Crane Middle Column
LOAD 73 LOADTYPE None  TITLE C2MC
REPEAT LOAD
29 1.0 30 1.0 31 1.0 
*
*Crane Middle Beam
LOAD 74 LOADTYPE None  TITLE C2MB
REPEAT LOAD
32 1.0 33 1.0 34 1.0 
*
*Bumper Impact West-End
LOAD 75 LOADTYPE None  TITLE C7W
REPEAT LOAD
21 1.0 24 1.0 
*
*Bumper Impact East-End
LOAD 76 LOADTYPE None  TITLE C7E
REPEAT LOAD
25 1.0 28 1.0 
*
*Crane West-End No Side Thrust
LOAD 77 LOADTYPE None  TITLE C'2W
REPEAT LOAD
21 1.0 23 1.0 
*
*Crane East-End No Side Thrust
LOAD 78 LOADTYPE None  TITLE C'2E
REPEAT LOAD
25 1.0 27 1.0 
*
*Crane Middle Column No S-Thrust
LOAD 79 LOADTYPE None  TITLE C'2MC
REPEAT LOAD
29 1.0 31 1.0 
*
*Crane Middle Beam No S-Thrust
LOAD 80 LOADTYPE None  TITLE C'2MB
REPEAT LOAD
32 1.0 34 1.0 
****ADDITIONAL LOWER LEVEL COMBINATIONS FOR CRANE***
**SOUTH-HEAVY  + SIDE THRUST 50-50
LOAD 81 LOADTYPE None  TITLE C2MC-S 50-50
REPEAT LOAD
48 1.0 49 1.0 30 1.0 50 1.0 
LOAD 82 LOADTYPE None  TITLE C2MB-S 50-50
REPEAT LOAD
51 1.0 52 1.0 33 1.0 53 1.0 
**SOUTH-HEAVY  - NO SIDE THRUST
LOAD 83 LOADTYPE None  TITLE C'2MC-S
REPEAT LOAD
48 1.0 50 1.0 
LOAD 84 LOADTYPE None  TITLE C'2MB-S
REPEAT LOAD
51 1.0 53 1.0 
**BUMPER-SOUTH SIDE
LOAD 85 LOADTYPE None  TITLE C7SW
REPEAT LOAD
21 1.0 54 1.0 
LOAD 86 LOADTYPE None  TITLE C7SE
REPEAT LOAD
25 1.0 55 1.0 
**SOUTH-HEAVY  + SIDE THRUST 70-30 TO THE NORTH
LOAD 87 LOADTYPE None  TITLE C2MC-N70
REPEAT LOAD
29 1.0 30 1.4 49 0.6 31 1.0 
LOAD 88 LOADTYPE None  TITLE C2MB-N70
REPEAT LOAD
32 1.0 33 1.4 52 0.6 34 1.0 
**SOUTH-HEAVY  + SIDE THRUST 70-30 TO THE NORTH
LOAD 89 LOADTYPE None  TITLE C2MC-S70
REPEAT LOAD
48 1.0 30 0.6 49 1.4 50 1.0 
LOAD 90 LOADTYPE None  TITLE C2MB-S70
REPEAT LOAD
51 1.0 33 0.6 52 1.4 53 1.0 
*9 numbers are reserved for extra
***END OF LOWER LEVEL COMBINATIONS***
*********************************************
**********UPPER LEVEL LOAD COMBINATIONS******
*********************************************
***ULS LOAD COMBINATIONS***
***************************
**CASE1 1.4D**
*
LOAD 100 LOADTYPE None  TITLE 1.4D+NX+NZ
REPEAT LOAD
59 1.4 
NOTIONAL LOAD
59 X 0.007 59 Z 0.007 
*
LOAD 101 LOADTYPE None  TITLE 1.4D+NX+NZ
REPEAT LOAD
59 1.4 
NOTIONAL LOAD
59 X -0.007 59 Z 0.007 
*
LOAD 102 LOADTYPE None  TITLE 1.4D+NX+NZ
REPEAT LOAD
59 1.4 
NOTIONAL LOAD
59 X 0.007 59 Z -0.007 
*
LOAD 103 LOADTYPE None  TITLE 1.4D+NX+NZ
REPEAT LOAD
59 1.4 
NOTIONAL LOAD
59 X -0.007 59 Z -0.007 
*
**CASE 2 (1.25D or 0.9D) +1.25A + (1.5C + 1.0L) + (1.0S or  0.4W)**
*
LOAD 200 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2W+1.0L+1.0S
REPEAT LOAD
59 1.25 16 1.25 71 1.5 63 1.0 64 1.0 
*
LOAD 201 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2MB+1.0L+1.0S
REPEAT LOAD
59 1.25 16 1.25 72 1.5 63 1.0 64 1.0 
*
LOAD 202 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2MC+1.0L+1.0S
REPEAT LOAD
59 1.25 16 1.25 73 1.5 63 1.0 64 1.0 
*
LOAD 203 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2E+1.0L+1.0S
REPEAT LOAD
59 1.25 16 1.25 74 1.5 63 1.0 64 1.0 
*
LOAD 204 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2W+1.0L+0.4WX+NX
REPEAT LOAD
59 1.25 16 1.25 71 1.5 63 1.0 65 0.4 
NOTIONAL LOAD
59 X 0.00625 77 X 0.0075 63 X 0.005 
*
LOAD 205 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2W+1.0L+0.4WX+NX
REPEAT LOAD
59 1.25 16 1.25 74 1.5 63 1.0 65 -0.4 
NOTIONAL LOAD
59 X -0.00625 78 X -0.0075 63 X -0.005 
*
LOAD 206 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2W+1.0L+0.4WX+NX
REPEAT LOAD
59 1.25 16 1.25 72 1.5 63 1.0 66 0.4 
NOTIONAL LOAD
59 Z 0.00625 79 Z 0.0075 63 Z 0.005 
*
LOAD 207 LOADTYPE None  TITLE 1.25D+1.25A+1.5C2W+1.0L+0.4WX+NX
REPEAT LOAD
59 1.25 16 1.25 73 1.5 63 1.0 66 -0.4 
NOTIONAL LOAD
59 Z -0.00625 80 Z -0.0075 63 Z -0.005 
*
LOAD 250 LOADTYPE None  TITLE 0.9D+1.25A+1.5C2W+NZ
REPEAT LOAD
59 0.9 16 1.25 71 1.5 
NOTIONAL LOAD
59 Z 0.0045 77 Z 0.0075 
*
LOAD 251 LOADTYPE None  TITLE 0.9D+1.25A+1.5C2MB+NZ
REPEAT LOAD
59 0.9 16 1.25 72 1.5 
NOTIONAL LOAD
59 Z 0.0045 80 Z 0.0075 
*
LOAD 252 LOADTYPE None  TITLE 0.9D+1.25A+1.5C2MC+NZ
REPEAT LOAD
59 0.9 16 1.25 73 1.5 
NOTIONAL LOAD
59 Z 0.0045 78 Z 0.0075 
*
LOAD 253 LOADTYPE None  TITLE 0.9D+1.25A+1.5C2E+NZ
REPEAT LOAD
59 0.9 16 1.25 74 1.5 
NOTIONAL LOAD
59 Z 0.0045 79 Z 0.0075 
*
LOAD 254 LOADTYPE None  TITLE 0.9D+1.5C2W+0.4WX+NX
REPEAT LOAD
59 0.9 71 1.5 65 0.4 
*
LOAD 255 LOADTYPE None  TITLE 0.9D+1.5C2E-0.4WX-NX
REPEAT LOAD
59 0.9 74 1.5 65 -0.4 
*
LOAD 256 LOADTYPE None  TITLE 0.9D+1.5C2MB+0.4WZ+NZ
REPEAT LOAD
59 0.9 72 1.5 66 0.4 
*
LOAD 257 LOADTYPE None  TITLE 0.9D+1.5C2MC+0.4WZ+NZ
REPEAT LOAD
59 0.9 73 1.5 66 0.4 
*
**CASE 3 (1.25D or 0.9D) + 1.25A + 1.25t + (1.5L + 1.0C) + (0.5S or  0.4W)**
*
LOAD 300 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2W+0.5S
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 71 1.0 64 0.5 
*
LOAD 301 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2MB+0.5S
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 72 1.0 64 0.5 
*
LOAD 302 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2MC+0.5S
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 73 1.0 64 0.5 
*
LOAD 303 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2E+0.5S
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 74 1.0 64 0.5 
*
LOAD 304 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2W+0.4WX+NX
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 71 1.0 65 0.4 
NOTIONAL LOAD
59 X 0.00625 63 X 0.0075 77 X 0.005 
*
LOAD 305 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2E-0.4WX-NX
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 74 1.0 65 -0.4 
NOTIONAL LOAD
59 X -0.00625 63 X -0.0075 80 X -0.005 
*
LOAD 306 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2MB+0.4WZ+NZ
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 72 1.0 66 0.4 
NOTIONAL LOAD
59 Z 0.00625 63 Z 0.0075 78 Z 0.005 
*
LOAD 307 LOADTYPE None  TITLE 1.25D+1.25A+1.25T+1.5L+1.0C2MC+0.4WZ+NZ
REPEAT LOAD
59 1.25 16 1.25 39 1.25 63 1.5 73 1.0 66 0.4 
NOTIONAL LOAD
59 Z -0.00625 63 Z -0.0075 79 Z -0.005 
*
**CASE 4 (1.25D or 0.9D) + 1.25A + 1.5S + (1.0C +  0.5L)**
*
LOAD 400 LOADTYPE None  TITLE 1.25D+1.25A+1.5S+1.0C2W+0.5L
REPEAT LOAD
59 1.25 16 1.25 64 1.5 71 1.0 63 0.5 
*
LOAD 401 LOADTYPE None  TITLE 1.25D+1.25A+1.5S+1.0C2MB+0.5L
REPEAT LOAD
59 1.25 16 1.25 64 1.5 72 1.0 63 0.5 
*
LOAD 402 LOADTYPE None  TITLE 1.25D+1.25A+1.5S+1.0C2MC+0.5L
REPEAT LOAD
59 1.25 16 1.25 64 1.5 73 1.0 63 0.5 
*
LOAD 403 LOADTYPE None  TITLE 1.25D+1.25A+1.5S+1.0C2E+0.5L
REPEAT LOAD
59 1.25 16 1.25 64 1.5 74 1.0 63 0.5 
*
**CASE 5 (1.25D or 0.9D) + 1.25A +1.4W+ (1.0C' +  0.5L)**
*
LOAD 500 LOADTYPE None  TITLE 1.25D+1.25A+1.4WX+NX+1.0C'2W+0.5L
REPEAT LOAD
59 1.25 16 1.25 65 1.4 77 1.0 63 0.5 
NOTIONAL LOAD
59 X 0.00625 77 X 0.005 63 X 0.0025 
*
LOAD 501 LOADTYPE None  TITLE 1.25D+1.25A+1.4WZ+NZ+1.0C'2MB+0.5L
REPEAT LOAD
59 1.25 16 1.25 65 1.4 78 1.0 63 0.5 
NOTIONAL LOAD
59 Z 0.00625 78 Z 0.005 63 Z 0.0025 
*
LOAD 502 LOADTYPE None  TITLE 1.25D+1.25A+1.4WZ+NZ+1.0C'2MC+0.5L
REPEAT LOAD
59 1.25 16 1.25 65 1.4 79 1.0 63 0.5 
NOTIONAL LOAD
59 Z 0.00625 79 Z 0.005 63 Z 0.0025 
*
LOAD 503 LOADTYPE None  TITLE 1.25D-1.25A+1.4WX-NX+1.0C'2E+0.5L
REPEAT LOAD
59 1.25 16 -1.25 65 1.4 80 1.0 63 0.5 
NOTIONAL LOAD
59 X -0.00625 80 X -0.005 63 X -0.0025 
*
LOAD 504 LOADTYPE None  TITLE 0.9D+1.25A+1.4WX+NX+1.0C'2W
REPEAT LOAD
59 0.9 16 1.25 65 1.4 77 1.0 
NOTIONAL LOAD
59 X 0.0045 77 X 0.005 
*
LOAD 505 LOADTYPE None  TITLE 0.9D+1.25A+1.4WZ+NZ+1.0C'2MB
REPEAT LOAD
59 0.9 16 1.25 66 1.4 78 1.0 
NOTIONAL LOAD
59 Z 0.0045 78 Z 0.005 
*
LOAD 506 LOADTYPE None  TITLE 0.9D+1.25A+1.4WZ+NZ+1.0C'2MC
REPEAT LOAD
59 0.9 16 1.25 66 1.4 79 1.0 
NOTIONAL LOAD
59 Z 0.0045 79 Z 0.005 
*
LOAD 507 LOADTYPE None  TITLE 0.9D-1.25A+1.4WX-NX+1.0C'2E
REPEAT LOAD
59 0.9 16 1.25 65 1.4 80 1.0 
NOTIONAL LOAD
59 X -0.0045 80 X -0.005 
*
**CASE 6 (1.25D or 0.9D) + 1.0C7**
*
LOAD 600 LOADTYPE None  TITLE 1.25D+1.0C7W
REPEAT LOAD
59 1.25 75 1.0 
*
LOAD 601 LOADTYPE None  TITLE 1.25D+1.0C7E
REPEAT LOAD
59 1.25 76 1.0 
*
LOAD 602 LOADTYPE None  TITLE 0.9D+1.0C7W
REPEAT LOAD
59 0.9 75 1.0 
*
LOAD 603 LOADTYPE None  TITLE 0.9D+1.0C7E
REPEAT LOAD
59 0.9 76 1.0 
*
**CASE 7 1.0D + 1.0A + 1.0E + 1.0Cd + 0.5L + 0.25S**
*
LOAD 700 LOADTYPE None  TITLE 1.0D'+1.0A+1.0EX+0.5L+0.25S+NX
REPEAT LOAD
60 1.0 16 1.0 19 1.0 63 0.5 64 0.25 
NOTIONAL LOAD
60 X 0.005 63 X 0.0025 64 X 0.00125 
*
LOAD 701 LOADTYPE None  TITLE 1.0D'+1.0A-1.0EX+0.5L+0.25S-NX
REPEAT LOAD
60 1.0 16 1.0 19 -1.0 63 0.5 64 0.25 
NOTIONAL LOAD
60 X -0.005 63 X -0.0025 64 X -0.00125 
*
LOAD 702 LOADTYPE None  TITLE 1.0D'+1.0A+1.0EZ+0.5L+0.25S+NZ
REPEAT LOAD
60 1.0 16 1.0 20 1.0 63 0.5 64 0.25 
NOTIONAL LOAD
60 Z 0.005 63 Z 0.0025 64 Z 0.00125 
*
LOAD 703 LOADTYPE None  TITLE 1.0D'+1.0A-1.0EZ+0.5L+0.25S-NZ
REPEAT LOAD
60 1.0 16 1.0 20 -1.0 63 0.5 64 0.25 
NOTIONAL LOAD
60 Z -0.005 63 Z -0.0025 64 Z -0.00125 
*
LOAD 704 LOADTYPE None  TITLE 1.0D'+1.0EX+NX
REPEAT LOAD
60 1.0 19 1.0 
NOTIONAL LOAD
60 X 0.005 
*
LOAD 705 LOADTYPE None  TITLE 1.0D'-1.0EX-NX
REPEAT LOAD
60 1.0 19 -1.0 
NOTIONAL LOAD
60 X -0.005 
*
LOAD 706 LOADTYPE None  TITLE 1.0D'+1.0EZ+NZ
REPEAT LOAD
60 1.0 20 1.0 
NOTIONAL LOAD
60 Z 0.005 
*
LOAD 707 LOADTYPE None  TITLE 1.0D'-1.0EZ-NZ
REPEAT LOAD
60 1.0 20 -1.0 
NOTIONAL LOAD
60 Z -0.005 
*
**CASE 8 1.0D +C1**
*Anchor  & Friction Case
*
LOAD 900 LOADTYPE None  TITLE 1.25D'+1.25A+1.25FX+0.5L+0.25S+NX
REPEAT LOAD
60 1.25 16 1.25 17 1.25 63 0.5 64 0.25 
NOTIONAL LOAD
60 X 0.00625 63 X 0.0025 64 X 0.00125 
*
LOAD 901 LOADTYPE None  TITLE 1.25D'+1.25A-1.25FX+0.5L+0.25S-NX
REPEAT LOAD
60 1.25 16 1.25 17 -1.25 63 0.5 64 0.25 
NOTIONAL LOAD
60 X -0.00625 63 X -0.0025 64 X -0.00125 
*
LOAD 902 LOADTYPE None  TITLE 1.25D'+1.25A+1.25FZ+0.5L+0.25S+NZ
REPEAT LOAD
60 1.25 16 1.25 18 1.25 63 0.5 64 0.25 
NOTIONAL LOAD
60 Z 0.00625 63 Z 0.0025 64 Z 0.00125 
*
LOAD 903 LOADTYPE None  TITLE 1.25D'+1.25A-1.25FZ+0.5L+0.25S-NZ
REPEAT LOAD
60 1.25 16 1.25 18 -1.25 63 0.5 64 0.25 
NOTIONAL LOAD
60 Z -0.00625 63 Z -0.0025 64 Z -0.00125 
*
LOAD 920 LOADTYPE None  TITLE 1.25DOV+1.0L+0.25S+NX+NZ
REPEAT LOAD
61 1.25 63 1.0 64 0.25 
NOTIONAL LOAD
61 X 0.00625 63 X 0.005 64 X 0.00125 61 Z 0.00625 63 Z 0.005 64 Z 0.00125 
*
LOAD 921 LOADTYPE None  TITLE 1.25DOV+1.0L+0.25S-NX+NZ
REPEAT LOAD
61 1.25 63 1.0 64 0.25 
NOTIONAL LOAD
61 X -0.00625 63 X -0.005 64 X -0.00125 61 Z 0.00625 63 Z 0.005 64 Z 0.00125 
*
LOAD 922 LOADTYPE None  TITLE 1.25DOV+1.0L+0.25S+NX-NZ
REPEAT LOAD
61 1.25 63 1.0 64 0.25 
NOTIONAL LOAD
61 X 0.00625 63 X 0.005 64 X 0.00125 61 Z -0.00625 63 Z -0.005 64 Z -0.00125 
*
LOAD 923 LOADTYPE None  TITLE 1.25DOV+1.0L+0.25S-NX-NZ
REPEAT LOAD
61 1.25 63 1.0 64 0.25 
*************ERROR!!!************
NOTIONAL LOAD
61 X -0.00625 63 X -0.005 64 X -0.00125 
NOTIONAL LOAD
61 Z -0.00625 63 Z -0.005 64 Z -0.00125 
*
LOAD 924 LOADTYPE None  TITLE 1.25DOV+1.0L+1.0C2W+0.4WX+NX
REPEAT LOAD
61 1.25 63 1.0 71 1.0 65 0.4 
NOTIONAL LOAD
61 X 0.00625 63 X 0.005 77 X 0.005 
*
LOAD 925 LOADTYPE None  TITLE 1.25DOV+1.0L+1.0C2E-0.4WX-NX
REPEAT LOAD
61 1.25 63 1.0 74 1.0 65 -0.4 
NOTIONAL LOAD
61 X -0.00625 63 X -0.005 80 X -0.005 
*
LOAD 926 LOADTYPE None  TITLE 1.25DOV+1.0L+1.0C2MB+0.4WZ+NZ
REPEAT LOAD
61 1.25 63 1.0 72 1.0 66 0.4 
NOTIONAL LOAD
61 Z 0.00625 63 Z 0.005 78 Z 0.005 
*
LOAD 927 LOADTYPE None  TITLE 1.25DOV+1.0L+1.0C2MC-0.4WZ-NZ
REPEAT LOAD
61 1.25 63 1.0 73 1.0 66 -0.4 
NOTIONAL LOAD
61 Z -0.00625 63 Z -0.005 79 Z -0.005 
*
LOAD 930 LOADTYPE None  TITLE 1.0DDY+1.5C2W+0.4WX+NX
REPEAT LOAD
58 1.0 71 1.5 65 0.4 
NOTIONAL LOAD
58 X 0.005 77 X 0.0075 
*
LOAD 931 LOADTYPE None  TITLE 1.0DDY+1.5C2E-0.4WX-NX
REPEAT LOAD
58 1.0 74 1.5 65 -0.4 
NOTIONAL LOAD
58 X -0.005 80 X -0.0075 
*
LOAD 932 LOADTYPE None  TITLE 1.0DDY+1.5C2MB+0.4WZ+NZ
REPEAT LOAD
58 1.0 72 1.5 66 0.4 
NOTIONAL LOAD
58 Z 0.005 78 Z 0.0075 
*
LOAD 933 LOADTYPE None  TITLE 1.0DDY+1.5C2MC-0.4WZ-NZ
REPEAT LOAD
58 1.0 73 1.5 66 -0.4 
NOTIONAL LOAD
58 Z -0.005 79 Z -0.0075 
*
LOAD 934 LOADTYPE None  TITLE 1.0DDY+1.0C2W+1.4WX+NX
REPEAT LOAD
58 1.0 71 1.0 65 1.4 
NOTIONAL LOAD
58 X 0.005 77 X 0.005 
*
LOAD 935 LOADTYPE None  TITLE 1.0DDY+1.0C2E-1.4WX-NX
REPEAT LOAD
58 1.0 74 1.0 65 -1.4 
NOTIONAL LOAD
58 X -0.005 80 X -0.005 
*
LOAD 936 LOADTYPE None  TITLE 1.0DDY+1.0C2MB+1.4WZ+NZ
REPEAT LOAD
58 1.0 72 1.0 66 1.4 
NOTIONAL LOAD
58 Z 0.005 78 Z 0.005 
*
LOAD 937 LOADTYPE None  TITLE 1.0DDY+1.0C2MC-1.4WZ+NZ
REPEAT LOAD
58 1.0 73 1.0 66 -1.4 
NOTIONAL LOAD
58 Z -0.005 79 Z -0.005 
*
LOAD 941 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L+0.4WX+NX
REPEAT LOAD
62 1.25 16 1.25 63 1.0 65 0.4 
NOTIONAL LOAD
62 X 0.00625 63 X 0.005 
*
LOAD 942 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L-0.4WX-NX
REPEAT LOAD
62 1.25 16 1.25 63 1.0 65 -0.4 
NOTIONAL LOAD
62 X -0.00625 63 X -0.005 
*
LOAD 943 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L+0.4WZ+NZ
REPEAT LOAD
62 1.25 16 1.25 63 1.0 66 0.4 
NOTIONAL LOAD
62 Z 0.00625 63 Z 0.005 
*
LOAD 944 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L-0.4WZ-NZ
REPEAT LOAD
62 1.25 16 1.25 63 1.0 66 -0.4 
NOTIONAL LOAD
62 Z -0.00625 63 Z -0.005 
*
LOAD 945 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L+0.5S+NX+NZ
REPEAT LOAD
62 1.25 16 1.25 63 1.0 64 0.5 
NOTIONAL LOAD
62 X 0.00625 63 X 0.005 64 X 0.0025 62 Z 0.00625 63 Z 0.005 64 Z 0.0025 
*
LOAD 946 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L+0.5S-NX+NZ
REPEAT LOAD
62 1.25 16 1.25 63 1.0 64 0.5 
NOTIONAL LOAD
62 X -0.00625 63 X -0.005 64 X -0.0025 62 Z 0.00625 63 Z 0.005 64 Z 0.0025 
*
LOAD 947 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L+0.5S+NX-NZ
REPEAT LOAD
62 1.25 16 1.25 63 1.0 64 0.5 
NOTIONAL LOAD
62 X 0.00625 63 X 0.005 64 X 0.0025 62 Z -0.00625 63 Z -0.005 64 Z -0.0025 
*
LOAD 948 LOADTYPE None  TITLE 1.25DUP+1.25A+1.0L+0.5S-NX-NZ
REPEAT LOAD
62 1.25 16 1.25 63 1.0 64 0.5 
*************ERROR!!!************
NOTIONAL LOAD
62 X -0.00625 63 X -0.005 64 X -0.0025 
NOTIONAL LOAD
62 Z -0.00625 63 Z -0.005 64 Z -0.0025 
*
********************************************************
************SLS Combinations  - Upper Level*************
********************************************************
*Case 0
*
LOAD 1000 LOADTYPE None  TITLE 1.0DOV+0.5L+0.25S
REPEAT LOAD
61 1.0 63 0.5 64 0.25 
*
LOAD 1001 LOADTYPE None  TITLE 1.0DUP+1.0L+0.25S
REPEAT LOAD
61 1.0 63 1.0 64 0.25 
*
LOAD 1002 LOADTYPE None  TITLE 1.0DUP+0.5L+0.5S
REPEAT LOAD
61 1.0 63 0.5 64 0.5 
*
*Case 1
*
LOAD 1010 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+0.5S+0.4WX
REPEAT LOAD
59 1.0 16 1.0 63 1.0 64 0.5 65 0.4 
*
LOAD 1011 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+0.5S-0.4WX
REPEAT LOAD
59 1.0 16 1.0 63 1.0 64 0.5 65 -0.4 
*
LOAD 1012 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+0.5S+0.4WZ
REPEAT LOAD
59 1.0 16 1.0 63 1.0 64 0.5 66 0.4 
*
LOAD 1013 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+0.5S-0.4WZ
REPEAT LOAD
59 1.0 16 1.0 63 1.0 64 0.5 66 -0.4 
*
*Case 2
*
LOAD 1020 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+1.0S+0.4WX
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 1.0 65 0.4 
*
LOAD 1021 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+1.0S-0.4WX
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 1.0 65 -0.4 
*
LOAD 1022 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+1.0S+0.4WZ
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 1.0 66 0.4 
*
LOAD 1023 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+1.0S-0.4WZ
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 1.0 66 -0.4 
*
*Case 3
*
LOAD 1030 LOADTYPE None  TITLE 1.0D+1.0A+1.0WX
REPEAT LOAD
59 1.0 16 1.0 65 1.0 
*
LOAD 1031 LOADTYPE None  TITLE 1.0D+1.0A-1.0WX
REPEAT LOAD
59 1.0 16 1.0 65 -1.0 
*
LOAD 1032 LOADTYPE None  TITLE 1.0D+1.0A+1.0WZ
REPEAT LOAD
59 1.0 16 1.0 66 1.0 
*
LOAD 1033 LOADTYPE None  TITLE 1.0D+1.0A-1.0WZ
REPEAT LOAD
59 1.0 16 1.0 66 -1.0 
*
*Case 4
*
LOAD 1040 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S+1.0WX
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 65 1.0 
*
LOAD 1041 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S-1.0WX
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 65 -1.0 
*
LOAD 1042 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S+1.0WZ
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 66 1.0 
*
LOAD 1043 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S-1.0WZ
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 66 -1.0 
*
*Case 5
*
LOAD 1050 LOADTYPE None  TITLE 1.0DDY+1.0WX
REPEAT LOAD
58 1.0 65 1.0 
*
LOAD 1051 LOADTYPE None  TITLE 1.0DDY-1.0WX
REPEAT LOAD
58 1.0 65 -1.0 
*
LOAD 1052 LOADTYPE None  TITLE 1.0DDY+1.0WZ
REPEAT LOAD
58 1.0 66 1.0 
*
LOAD 1053 LOADTYPE None  TITLE 1.0DDY-1.0WZ
REPEAT LOAD
58 1.0 66 -1.0 
*
*Case 6
*
LOAD 1060 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S+1.0FX
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 17 1.0 
*
LOAD 1061 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S-1.0FX
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 17 -1.0 
*
LOAD 1062 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S+1.0FZ
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 18 1.0 
*
LOAD 1063 LOADTYPE None  TITLE 1.0D+1.0A+0.5L+0.5S-1.0FZ
REPEAT LOAD
59 1.0 16 1.0 63 0.5 64 0.5 18 -1.0 
*
*Case 7
*
LOAD 1070 LOADTYPE None  TITLE 1.0DDY+1.0C2W
REPEAT LOAD
58 1.0 71 1.0 
*
LOAD 1071 LOADTYPE None  TITLE 1.0DDY-1.0C2MB
REPEAT LOAD
58 1.0 72 -1.0 
*
LOAD 1072 LOADTYPE None  TITLE 1.0DDY+1.0C2MC
REPEAT LOAD
58 1.0 73 1.0 
*
LOAD 1073 LOADTYPE None  TITLE 1.0DDY-1.0C2E
REPEAT LOAD
58 1.0 74 -1.0 
*
*Case 8
*
LOAD 1080 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+1.0C2W+0.4WX
REPEAT LOAD
59 1.0 16 1.0 63 1.0 71 1.0 65 0.4 
*
LOAD 1081 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+1.0C2E-0.4WX
REPEAT LOAD
59 1.0 16 1.0 63 1.0 74 1.0 65 -0.4 
*
LOAD 1082 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+1.0C2MB+0.4WZ
REPEAT LOAD
59 1.0 16 1.0 63 1.0 72 1.0 66 0.4 
*
LOAD 1083 LOADTYPE None  TITLE 1.0D+1.0A+1.0L+1.0C2MC+0.4WZ
REPEAT LOAD
59 1.0 16 1.0 63 1.0 73 1.0 66 0.4 
*
*Case 9
*
LOAD 1090 LOADTYPE None  TITLE 1.0DDY+1.0C2W+0.4WX
REPEAT LOAD
58 1.0 71 1.0 65 0.4 
*
LOAD 1091 LOADTYPE None  TITLE 1.0DDY+1.0C2E-0.4WX
REPEAT LOAD
58 1.0 74 1.0 65 -0.4 
*
LOAD 1092 LOADTYPE None  TITLE 1.0DDY+1.0C2MB+0.4WZ
REPEAT LOAD
58 1.0 72 1.0 66 0.4 
*
LOAD 1093 LOADTYPE None  TITLE 1.0DDY+1.0C2MC+0.4WZ
REPEAT LOAD
58 1.0 73 1.0 66 0.4 
*
*Case 10
*
LOAD 1100 LOADTYPE None  TITLE 1.0DDY+1.0C'2W+1.0WX
REPEAT LOAD
58 1.0 77 1.0 65 1.0 
*
LOAD 1101 LOADTYPE None  TITLE 1.0DDY+1.0C'2E-1.0WX
REPEAT LOAD
58 1.0 80 1.0 65 -1.0 
*
LOAD 1102 LOADTYPE None  TITLE 1.0DDY+1.0C'2MB+1.0WZ
REPEAT LOAD
58 1.0 78 1.0 66 1.0 
*
LOAD 1103 LOADTYPE None  TITLE 1.0DDY+1.0C'2MC+1.0WZ
REPEAT LOAD
58 1.0 79 1.0 66 1.0 
*
*Case 11
*
LOAD 1110 LOADTYPE None  TITLE 1.0D+1.0A+1.0C'2W+1.0WX
REPEAT LOAD
59 1.0 16 1.0 77 1.0 65 1.0 
*
LOAD 1111 LOADTYPE None  TITLE 1.0D+1.0A+1.0C'2E-1.0WX
REPEAT LOAD
59 1.0 16 1.0 80 1.0 65 -1.0 
*
LOAD 1112 LOADTYPE None  TITLE 1.0D+1.0A+1.0C'2MB+1.0WZ
REPEAT LOAD
59 1.0 16 1.0 78 1.0 66 1.0 
*
LOAD 1113 LOADTYPE None  TITLE 1.0D+1.0A+1.0C'2MC+1.0WZ
REPEAT LOAD
59 1.0 16 1.0 79 1.0 66 1.0 
*****
*END OF ALL COMBINATIONS**
*********FOOTER************
******************************************
**CALCULATE RAYLEIGH FREQUENCY
*PERFORM ANALYSIS
PDELTA 5 ANALYSIS 
PARAMETER 1
CODE CANADIAN
FYLD 350000 MEMB 552 571 572 6489 6490 6493 6639 6644 6746 7625 7630 7631 -
7703 7704 7707 7727 7947 7953 8025 8026 8029 8049 8051 11624 12070
FYLD 350000 MEMB 11625 TO 11628 11630 11755 TO 11760 11793
FYLD 350000 MEMB 11767
FYLD 350000 MEMB 8382 8384 8433 8435 8466 8468 8492 8499 8501 8704 8706 8755 -
8757 9344
FYLD 350000 MEMB 12102
FYLD 350000 MEMB 11631 TO 11633 11761 TO 11763
FYLD 350000 MEMB 9757 TO 9761 9897 TO 9901 9904 9905 9907 9908 9922 TO 9925 -
9979 10423 10469 TO 10471 10835 10836 10960 TO 10963 12121
FYLD 350000 MEMB 12063 12064 12076 TO 12078 12088 TO 12090 12100 12101 12113 -
12114
FYLD 350000 MEMB 11629
FYLD 350000 MEMB 11561 TO 11569 11574
*BEAM 1 MEMB ALL
CHECK CODE MEMB 552 571 572 6489 6490 6493 6639 6644 6746 7625 7630 7631 7703 -
7704 7707 7727 7947 7953 8025 8026 8029 8049 8051
CHECK CODE MEMB 8382 8384 8433 8435 8466 8468 8492 8499 8501 8704 8706 8755 -
8757 9344
CHECK CODE MEMB 9757 TO 9761 9897 TO 9901 9904 9905 9907 9908 9922 TO 9925 -
9979 10423 10469 TO 10471 10835 10836 10960 TO 10963 12121
CHECK CODE MEMB 11561 TO 11569 11574 11595 TO 11614 11624 TO 11633 -
11640 TO 11649 11658 TO 11675 11680 TO 11735 11744 TO 11763 11767 11793 -
11813 TO 11822 12063 12064 12070 12076 TO 12078 12088 TO 12090 -
12100 TO 12102 12113 12114
*********************************************************************
PARAMETER 2
CODE CANADIAN
CHECK CODE MEMB 552 571 572 6489 6490 6493 6639 6644 6746 7625 7630 7631 7703 -
7704 7707 7727 7947 7953 8025 8026 8029 8049 8051
CHECK CODE MEMB 8382 8384 8433 8435 8466 8468 8492 8499 8501 8704 8706 8755 -
8757 9344
CHECK CODE MEMB 9757 TO 9761 9897 TO 9901 9904 9905 9907 9908 9922 TO 9925 -
9979 10423 10469 TO 10471 10835 10836 10960 TO 10963 12121
CHECK CODE MEMB 552 571 572 6489 6490 6493 6639 6644 6746 7625 7630 7631 7703 -
7704 7707 7727 7947 7953 8025 8026 8029 8049 8051 8382 8384 8433 8435 8466 -
8468 8492 8499 8501 8704 8706 8755 8757 9344 9757 TO 9761 9897 TO 9901 9904 -
9905 9907 9908 9922 TO 9925 9979 10423 10469 TO 10471 10835 10836 -
10960 TO 10963 11561 TO 11569 11574 11595 TO 11614 11624 TO 11633 -
11640 TO 11649 11658 TO 11675 11680 TO 11735 11744 TO 11763 11767 11793 -
11813 TO 11822 12063 12064 12070 12076 TO 12078 12088 TO 12090 -
12100 TO 12102 12113 12114 12121
*NORTH COLUMNS
LZ 18.8 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 -
7947 7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 -
9898 TO 9900 9979 10960 10961 11624 TO 11633
LY 8 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 7947 -
7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 -
9897 TO 9900 9979 10960 10961 11624 TO 11633
UNT 10.1 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 -
7947 7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 -
9898 TO 9900 9979 10960 10961 11624 TO 11633
UNB 10.1 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 -
7947 7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 -
9898 TO 9900 9979 10960 10961 11624 TO 11633
KZ 2 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 7947 -
7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 -
9897 TO 9900 9979 10960 10961 11624 TO 11633
KY 1.2 MEMB 552 571 572 6489 6490 6639 6644 6746 7625 7630 7631 7703 7704 -
7947 7953 8025 8026 8382 8384 8433 8466 8468 8492 8704 8706 8755 9344 9897 -
9898 TO 9900 9979 10960 10961 11624 TO 11633
*SOUTH COLUMNS
*SOUTH RACK
FINISH
