STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 12-Mar-13
END JOB INFORMATION
*
INPUT WIDTH 79
*
SET NL 500
*
SET NOPRINT DIRECT
*
*
UNIT FEET KIP
JOINT COORDINATES
5 0 68 -7.25; 6 0 68 -8.125; 7 0 68 -17.708; 8 2.47965 68 -6.81277;
9 2.77891 68 -7.635; 10 6.05649 68 -16.6401; 11 4.8512 68 -5.3878;
12 5.43669 68 -6.03805; 13 11.849 68 -13.1596; 14 6.51626 68 -3.17819;
15 7.3027 68 -3.56177; 16 15.9158 68 -7.76268; 17 7.25 68 1.05562e-008;
18 8.125 68 5.63159e-008; 20 6.51626 68 3.17819; 21 7.3027 68 3.56177;
23 4.46355 68 5.71308; 24 5.00225 68 6.40259; 26 13.375 68 1.02651e-007;
27 12.0214 68 5.86321; 28 8.23447 68 10.5396; 29 12.0214 68 -5.86321;
30 1.50736 68 7.09157; 31 1.68928 68 7.94745; 32 2.78082 68 13.0827;
33 1 68 8.06; 34 1 68 13.325; 35 1.50736 63 7.09157; 36 4.46355 63 5.71308;
37 6.51626 63 3.17819; 38 7.25 63 1.05562e-008; 39 12.25 68 9.27224e-008;
40 11.0102 68 5.37005; 41 7.54185 68 9.65313; 42 2.54692 68 11.9823;
43 0 61.5 -7.25; 44 0 68 -13.75; 45 2.47965 61.5 -6.81277;
46 4.70278 68 -12.9208; 47 4.8512 61.5 -5.3878; 48 9.20055 68 -10.2182;
49 12.3584 68 -6.0276; 50 6.51626 61.5 -3.17819; 51 3.07496 68 -17.439;
53 9.1203 68 -15.1787; 55 14.1423 68 -10.6569; 57 1.41089 68 -8.00156;
59 4.18468 68 -6.96448; 61 6.48892 68 -4.88975; 63 7.91676 68 -1.82773;
65 7.91676 68 1.82773; 67 6.31431 68 5.11323; 69 3.43377 68 7.36375;
70 13.0322 68 3.00872; 71 10.3944 68 8.41716; 72 5.65253 68 12.1218;
73 13.0322 68 -3.00871; 74 0 68 -16.354; 75 0 68 -15.104;
78 -0.70814 68 -8.09408; 79 -0.631879 61.5 -7.22241; 80 -1.19839 68 -13.6977;
82 -1.3164 68 -15.0465; 83 5.08755 68 -13.978; 85 2.58301 68 -14.649;
87 7.6612 68 -12.7504; 88 9.95335 68 -11.0543; 90 11.8797 68 -8.95198;
91 13.3695 68 -6.52076;
*
MEMBER INCIDENCES
4 7 74; 5 6 5; 7 10 83; 8 9 8; 10 13 88; 11 12 11; 13 16 91; 14 15 14;
17 18 17; 20 21 20; 23 24 23; 25 26 39; 26 27 40; 27 28 41; 28 29 15; 41 31 30;
43 32 42; 46 33 34; 49 42 35; 50 41 36; 51 40 37; 52 39 38; 53 39 18; 54 40 21;
55 41 24; 56 42 31; 57 44 6; 58 44 43; 59 46 9; 60 46 45; 61 48 12; 62 48 47;
63 49 29; 64 49 50; 84 7 51; 85 51 10; 86 10 53; 87 53 13; 88 13 55; 89 55 16;
93 6 57; 94 57 9; 95 9 59; 96 59 12; 97 12 61; 99 61 15; 102 15 63; 103 63 18;
104 18 65; 105 65 21; 112 21 67; 113 67 24; 114 24 69; 115 69 31; 116 29 73;
117 73 26; 118 26 70; 119 70 27; 120 27 71; 121 71 28; 122 28 72; 123 72 32;
124 32 34; 125 31 33; 126 74 75; 127 75 44; 128 75 82; 129 80 44; 130 80 78;
131 80 79; 133 82 80; 134 83 46; 137 88 48; 139 91 49; 140 75 85; 141 85 83;
142 83 87; 143 87 88; 144 88 90; 145 90 91;
*****************************************************************************
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 7200 FU 9360 RY 1.5 RT 1.2
END DEFINE MATERIAL
*****************************************************************************
MEMBER PROPERTY AMERICAN
4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 53 TO 57 59 61 63 126 127 130 -
133 134 137 139 TABLE ST C8X11
46 84 TO 89 93 TO 97 99 102 TO 105 112 TO 125 140 TO 145 TABLE ST L60406
49 TO 52 58 60 62 64 131 TABLE ST L40406
128 129 TABLE ST L808010
*****************************************************************************
CONSTANTS
BETA 315 MEMB 49 TO 52 58 60 62 64 128 129 131
BETA 157.5 MEMB 46 93 TO 97 99 102 TO 105 112 TO 115 125
BETA 247.5 MEMB 84 TO 89 116 TO 124 140 TO 145
MATERIAL STEEL ALL
*****************************************************************************
MEMBER RELEASE
49 TO 52 58 60 62 64 131 START MPY 0.995 MPZ 0.995
5 8 11 14 17 20 23 41 49 TO 52 58 60 62 64 131 END MPY 0.995 MPZ 0.995
84 93 116 140 START MPY 0.995 MPZ 0.995
89 124 125 145 END MPY 0.995 MPZ 0.995
*****************************************************************************
SUPPORTS
5 8 11 14 17 20 23 30 35 TO 38 43 45 47 50 79 FIXED
*****************************************************************************
*
*****************************************************************************
*FOR FOUNDATION MODELS, COMMENT OUT THE  DIRECT ANALYSIS
*DEFINITION BELOW
*FOR CHECKING OF EXISTING FOUNDATIONS, THE NOTIONAL LOADS
*IN THE STRENGTH COMBINATIONS MAY NEED TO BE COMMENTED
*OUT AS THEY ARE SLIGHTLY CONSERVATIVE FOR THE DESIGN
*OF REINFORCEMENT, AND CHECKING OF PEDESTALS AND COLUMNS
* FOR NEW FOUNDATIONS NOTIONAL LOADS MAY BE LEFT IN AT
*THE DISCRETION OF THE ENGINEER.
*****************************************************************************
START GROUP DEFINITION
MEMBER
_PLATFORM 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 46 53 TO 57 59 61 63 84 -
85 TO 89 93 TO 97 99 102 TO 105 112 TO 127 130 133 134 137 139
_PTFRM1 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 53 TO 57 59 61 63 84 -
85 TO 89 93 TO 97 99 102 TO 105 112 TO 130 133 134 137 139 TO 145
_1 4 7 57 59 84 85 93 94 126 127 134
FLOOR
_FLR1 7 10 13 25 TO 28 43 46 53 TO 56 59 61 63 86 TO 89 95 TO 97 99 -
102 TO 105 112 TO 125 134 137 139 142 TO 145
_FLR2 4 7 84 85 126 140 141
_FLR3 57 59 93 94 127 134 140 141
END GROUP DEFINITION
*****************************************************************************
*
*MEMBER OFFSET
*29 TO 40 44 TO 48 START 0 0.333 0
*29 TO 40 44 TO 48 END 0 0.333 0
*****************************************************************************
DEFINE DIRECT ANALYSIS
* REPLACE THE KEYWORD "ALL" WITH A MEMBER LIST OR GROUP NAME
FLEX 1 LIST 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 49 TO 64 -
84 TO 89 93 TO 97 99 102 TO 105 112 TO 131 133 134 137 139
AXIAL LIST 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 49 TO 64 84 TO 89 -
93 TO 97 99 102 TO 105 112 TO 131 133 134 137 139
*GRADE 36 STEEL
FYLD 5184 LIST 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 49 TO 64 84 -
85 TO 89 93 TO 97 99 102 TO 105 112 TO 131 133 134 137 139
NOTIONAL LOAD FACTOR 0.002
END
*****************************************************************************
DEFINE IBC 2006 ACCIDENTAL
SS 0.085 S1 0.031 I 1 RX 3 RZ 3 SCLASS 4 TL 12 FA 1.6 FV 2.4
SELFWEIGHT 1.05 
*FLOOR WEIGHT
*YRANGE -1 1 FLOAD 0.03
* VERTICAL SEISMIC COMPONENT Ev( 0.2SDs) TO BE MANUALLY
* ADDED TO LOAD COMBINATIONS BASED ON PROJECT
* SPECIFIC BASIS.
*****************************************************************************
*
LOAD 1 SEISMIC X (EOX)
IBC LOAD X 1
*
*
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
*****************************************************************************
*
*
LOAD 2 SEISMIC Z (EOZ)
IBC LOAD Z 1
*
*
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
*****************************************************************************
*
*
LOAD 3 FOUNDATION WEIGHT (DF)
*****************************************************************************
*USED FOR FOUNDATION MODELS ONLY
* INCLUDES FOUNDATION SELFWEIGHT AND SOIL OVERBURDEN
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 4 STRUCTURE WEIGHT (DS)
*****************************************************************************
* INCLUDES GRATING, HR, CONCRETE, MISC SUPPORTS ETC.
* 5% INCREASE IN SELFWEIGHT TO ACCOUNT FOR CONNECTION MATERIALS
*****************************************************************************
SELFWEIGHT Y -1.05 
AREA LOAD
4 7 10 13 25 TO 28 41 43 46 53 TO 57 59 61 63 84 TO 89 93 TO 97 99 -
102 TO 105 112 TO 127 134 137 139 TO 145 ALOAD -0.03 GY
FLOOR LOAD
_FLR1 FLOAD -0.03 GY
_FLR3 FLOAD -0.03 GY
_FLR2 FLOAD -0.03 GY
*_FLR2 FLOAD -0.03 GY
*
*
LOAD 5 EMPTY WEIGHT (DE)
*****************************************************************************
*INCLUDES A  EQUIPMENT, PIPING, VALVES, CABLE TRAY ETC.
*****************************************************************************
MEMBER LOAD
128 129 CON GY -1.06
7 CON GY -2.65 1
137 CON GY -1.4 0.667
*
*
LOAD 6 OPERATING CONTENTS (OC)
*****************************************************************************
*OPERATING FLUID, OR PROCESS MATERIAL CONTAINED* IN EQUIPMENT AND PIPE
*****************************************************************************
MEMBER LOAD
128 129 CON GY -1.59
7 CON GY -1.35 1
137 CON GY -0.5 0.667
*
*
LOAD 7 HYDROTEST CONTENTS WEIGHT - EQUIPMENT, PIPE (TC)
*****************************************************************************
* HYDROTEST FLUID, CONTAINED IN EQUIPMENT AND PIPE
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 8 LIVE LOAD (L)
*****************************************************************************
*LIVE LOAD FOR STRUCTURES, PLATFORMS, AND WALKWAYS
*****************************************************************************
*
AREA LOAD
4 7 10 13 25 TO 28 41 43 46 53 TO 57 59 61 63 84 TO 89 93 TO 97 99 -
102 TO 105 112 TO 127 134 137 139 TO 145 ALOAD -0.1 GY
*
*ONEWAY LOAD
*YRANGE 67 69 ONELOAD -0.1 GY
*_FLR1 ONE -0.1 GY
*
LOAD 9 SNOW LOAD (S)
*****************************************************************************
*GROUND SNOW LOAD = 0 PSF
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 10 WIND LOAD - X - STRUCTURE ONLY (WX1)
*****************************************************************************
* WIND ON STURCTURE AND STRUCTURE COMPONENTS
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 11 WIND LOAD - X - EQUIPMENT, PIPE, ELECTRICAL (WX2)
*****************************************************************************
*WIND ON PIPING, EQUIPMENT, CABLE TRAY
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 20 WIND LOAD - Z - STRUCTURE ONLY (WZ1)
*****************************************************************************
* WIND ON STURCTURE AND STRUCTURE COMPONENTS
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 21 WIND LOAD - Z - EQUIPMENT, PIPE, ELECTRICAL (WZ2)
*****************************************************************************
*WIND ON PIPING, EQUIPMENT, CABLE TRAY
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 30 FRICTION LOAD - X (FFX)
*****************************************************************************
*PIPE FRICTION LOAD  - INPUT FROM LMS, OR STANDARD PIPE FRICTION
*PIPE RACK ONLY - NOT INCLUDED IN STRUCTURE COMBINATIONS
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 31 FRICTION LOAD - Z (FFZ)
*****************************************************************************
*PIPE FRICTION LOAD  - INPUT FROM LMS, OR STANDARD PIPE FRICTION
*PIPE RACK ONLY - NOT INCLUDED IN STRUCTURE COMBINATIONS
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 40 ANCHOR LOAD - X (AFX)
*****************************************************************************
*PIPE ANCHOR LOAD  - INPUT LOADS FROM LMS
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 41 ANCHOR LOAD - Y (AFY)
*****************************************************************************
*PIPE ANCHOR LOAD  - INPUT LOADS FROM LMS
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 42 ANCHOR LOAD - Z (AFZ)
*****************************************************************************
*PIPE ANCHOR LOAD  - INPUT LOADS FROM LMS
*****************************************************************************
MEMBER LOAD
137 CON GZ 1.8 0.667
*
*
LOAD 60 MODULE SHIPPING ACCELERATION - X (MLX)
*****************************************************************************
* FOR LOAD CASE 60 APPLY LOAD CASES 4 AND 5 IN X DIRECTION
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 70 MODULE SHIPPING ACCELERATION - Z (MLZ)
*****************************************************************************
* FOR LOAD CASE 70 APPLY LOAD CASES 4 AND 5 IN Z DIRECTION
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 101 IMPACT LOAD - CRANE, MONORAIL (ICM)
*****************************************************************************
*IMPACT LOADS AT ALL MONORAIL/LIFTING POINTS
* EXPAND TO CASES 102, 103… FOR EACH MONORAIL/LIFTING POINT
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
LOAD 201 BUNDLE PULL (BP)
*****************************************************************************
* BUNDLE PULL LOADS FOR EACH PIECE OF EQUIPMENT
* EXPAND TO CASES 202, 203… FOR EACH PIECE OF EQUIPMENT
*****************************************************************************
JOINT LOAD
5 TO 18 20 21 23 24 30 31 33 TO 38 43 45 47 50 51 53 55 57 59 61 63 65 67 -
69 78 79 FY -0.0001
*
*
*
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
*****************************************************************************
*
*****************************************************************************
*       LRFD LOAD COMBINATIONS FOR CONCRETE, STEEL & A. BOLT DESIGNS
*         IBC 2012, PIP STC01015 2006, JE CSA & MODULE LOAD COMBS
*****************************************************************************
*
*****************************************************************************
*EQUIPMENT STRUCTURES:  STICK-BUILT AND MODULAR
*
*INSTALLED CONDITIONS (OPERATING, TEST, IMPACT, BUNDLE PULL)
*
*NORMAL OPERATING
*****************************************************************************
*IBC 2012 EQ. 16-1
*1.4(D + F) = 1.4(Ds + Do + Afx + Afy + Afz)
*
LOAD 400 1.4(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 6 1.4 40 1.4 41 1.4 42 1.4 
NOTIONAL LOAD
4 X 0.0028 5 X 0.0028 6 X 0.0028 
*
LOAD 401 1.4(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 6 1.4 40 1.4 41 1.4 42 1.4 
NOTIONAL LOAD
4 X -0.0028 5 X -0.0028 6 X -0.0028 
*
LOAD 402 1.4(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 6 1.4 40 1.4 41 1.4 42 1.4 
NOTIONAL LOAD
4 Z 0.0028 5 Z 0.0028 6 Z 0.0028 
*
LOAD 403 1.4(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 6 1.4 40 1.4 41 1.4 42 1.4 
NOTIONAL LOAD
4 Z -0.0028 5 Z -0.0028 6 Z -0.0028 
*
*****************************************************************************
*IBC 2012 EQ. 16-2
*1.2(D+F+T) + 1.6(L+H) + 0.5(Lr or S or R) =
*1.2(Ds+Do+Afx+Afy+Afz) + 1.6(L) + 0.5(S)
*
LOAD 404 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(L)+0.5(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 1.6 9 0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 8 X 0.0032 9 X 0.001 
*
LOAD 405 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(L)+0.5(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 1.6 9 0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 8 X -0.0032 9 X -0.001 
*
LOAD 406 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(L)+0.5(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 1.6 9 0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 8 Z 0.0032 9 Z 0.001 
*
LOAD 407 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(L)+0.5(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 1.6 9 0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 8 Z -0.0032 9 Z -0.001 
*
*****************************************************************************
*IBC 2012 EQ. 16-3
*1.2D + 1.6(Lr or S or R) + (f1L or 0.5W) =
*1.2(Ds+Do+Afx+Afy+Afz) + 1.6(S) + (f1L or 0.5W)
*f1=1.0 FOR LIVE LOAD IN EXCESS OF 100 PSF
*f1=0.5 FOR OTHER LIVE LOADS
*
LOAD 408 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+1.6(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 1.6 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 8 X 0.001 9 X 0.0032 
*
LOAD 409 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+1.6(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 1.6 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 8 X -0.001 9 X -0.0032 
*
LOAD 410 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+1.6(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 1.6 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 8 Z 0.001 9 Z 0.0032 
*
LOAD 411 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+1.6(S)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 1.6 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 8 Z -0.001 9 Z -0.0032 
*
LOAD 412 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.5(WX1+WX2)+0.25(WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 0.5 11 0.5 20 0.25 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 9 X 0.0032 
*
LOAD 413 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.5(WX1+WX2)+0.25(-WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 0.5 11 0.5 20 -0.25 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 9 X 0.0032 
*
LOAD 414 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.5(-WX1-WX2)+0.25(WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 -0.5 11 -0.5 20 0.25 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 9 X -0.0032 
*
LOAD 415 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.5(-WX1-WX2)+0.25(-WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 -0.5 11 -0.5 20 -0.25 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 9 X -0.0032 
*
LOAD 416 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.25(WX1)+0.5(WZ1+WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 0.25 20 0.5 21 0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 9 Z 0.0032 
*
LOAD 417 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.25(-WX1)+0.5(WZ1+WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 -0.25 20 0.5 21 0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 9 Z 0.0032 
*
LOAD 418 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.25(WX1)+0.5(-WZ1-WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 0.25 20 -0.5 21 -0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 9 Z -0.0032 
*
LOAD 419 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+1.6(S)+0.25(-WX1)+0.5(-WZ1-WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 9 1.6 10 -0.25 20 -0.5 21 -0.5 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 9 Z -0.0032 
*
*****************************************************************************
*IBC 2012 EQ. 16-4
*1.2D + 1.0W + f1(L) + 0.5(Lr or S or R) =
*1.2(Ds+Do+Afx+Afy+Afz) + 1.0W + f1(L) + 0.5(S)
*f1=1.0 FOR LIVE LOAD IN EXCESS OF 100PSF. & PARKING GARAGE LIVE LOADS
*f1=0.5 FOR OTHER LIVE LOADS.
*
LOAD 420 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S+WZ1)+1(WX1+WX2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 1.0 11 1.0 20 0.5 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 8 X 0.001 9 X 0.001 
*
LOAD 421 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S-WZ1)+1(WX1+WX2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 1.0 11 1.0 20 -0.5 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 8 X 0.001 9 X 0.001 
*
LOAD 422 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S+WZ1)+1(-WX1-WX2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 -1.0 11 -1.0 20 0.5 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 8 X -0.001 9 X -0.001 
*
LOAD 423 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S-WZ1)+1(-WX1-WX2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 -1.0 11 -1.0 20 -0.5 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 8 X -0.001 9 X -0.001 
*
LOAD 424 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S+WX1)+1(WZ1+WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 0.5 20 1.0 21 1.0 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 8 Z 0.001 9 Z 0.001 
*
LOAD 425 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S-WX1)+1(WZ1+WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 -0.5 20 1.0 21 1.0 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 8 Z 0.001 9 Z 0.001 
*
LOAD 426 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S+WX1)+1(-WZ1-WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 0.5 20 -1.0 21 -1.0 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 8 Z -0.001 9 Z -0.001 
*
LOAD 427 1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L+S-WX1)+1(-WZ1-WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.5 10 -0.5 20 -1.0 21 -1.0 40 1.2 41 1.2 -
42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 8 Z -0.001 9 Z -0.001 
*
*****************************************************************************
*IBC 2012 EQ. 16-5
*1.2D+ 1.0E+ f1(L)+ f2(S)= 1.2(Ds+Do+Afx+Afy+Afz)+1.0Eo+f1(L)+f2(S)
*f1=1.0 FOR LIVE LOAD IN EXCESS OF 100PSF & PARKING GARAGE LIVE LOADS
*f1=0.5 FOR OTHER LIVE LOADS.
*f2=0.7 FOR ROOFS THAT DO NOT SHED SNOW OFF THE STRUCTURE.
*f2=0.2 FOR OTHER ROOF CONFIGURATION
*
LOAD 428 1(EOX)+1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+0.7(S)
REPEAT LOAD
1 1.0 3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.7 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 6 X 0.0024 8 X 0.001 9 X 0.0014 
*
LOAD 429 1(-EOX)+1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+0.7(S)
REPEAT LOAD
1 -1.0 3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.7 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 6 X -0.0024 8 X -0.001 9 X -0.0014 
*
LOAD 430 1(EOZ)+1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+0.7(S)
REPEAT LOAD
2 1.0 3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.7 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 6 Z 0.0024 8 Z 0.001 9 Z 0.0014 
*
LOAD 431 1(-EOZ)+1.2(DF+DS+DE+OC+AFX+AFY+AFZ)+0.5(L)+0.7(S)
REPEAT LOAD
2 -1.0 3 1.2 4 1.2 5 1.2 6 1.2 8 0.5 9 0.7 40 1.2 41 1.2 42 1.2 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 6 Z -0.0024 8 Z -0.001 9 Z -0.0014 
*
*****************************************************************************
*IBC 2012 EQ. 16-6
*0.9D + 1.0W + 1.6H = 0.9(Ds+De) + 1.0(W)
*
LOAD 432 0.9(DF+DS+DE)+1(WX1+WX2)+0.5(WZ1)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 1.0 11 1.0 20 0.5 
NOTIONAL LOAD
4 X 0.0018 5 X 0.0018 
*
LOAD 433 0.9(DF+DS+DE)+1(WX1+WX2)+0.5(-WZ1)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 1.0 11 1.0 20 -0.5 
NOTIONAL LOAD
4 X 0.0018 5 X 0.0018 
*
LOAD 434 0.9(DF+DS+DE)+1(-WX1-WX2)+0.5(WZ1)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 -1.0 11 -1.0 20 0.5 
NOTIONAL LOAD
4 X -0.0018 5 X -0.0018 
*
LOAD 435 0.9(DF+DS+DE)+1(-WX1-WX2)+0.5(-WZ1)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 -1.0 11 -1.0 20 -0.5 
NOTIONAL LOAD
4 X -0.0018 5 X -0.0018 
*
LOAD 436 0.9(DF+DS+DE)+0.5(WX1)+1(WZ1+WZ2)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 0.5 20 1.0 21 1.0 
NOTIONAL LOAD
4 Z 0.0018 5 Z 0.0018 
*
LOAD 437 0.9(DF+DS+DE)+0.5(-WX1)+1(WZ1+WZ2)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 -0.5 20 1.0 21 1.0 
NOTIONAL LOAD
4 Z 0.0018 5 Z 0.0018 
*
LOAD 438 0.9(DF+DS+DE)+0.5(WX1)+1(-WZ1-WZ2)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 0.5 20 -1.0 21 -1.0 
NOTIONAL LOAD
4 Z -0.0018 5 Z -0.0018 
*
LOAD 439 0.9(DF+DS+DE)+0.5(-WX1)+1(-WZ1-WZ2)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 10 -0.5 20 -1.0 21 -1.0 
NOTIONAL LOAD
4 Z -0.0018 5 Z -0.0018 
*
*****************************************************************************
*IBC 2012 EQ. 16-7
*0.9D + 1.0E + 1.6H = 0.9(Ds+De) + 1.0Eo
*
LOAD 440 1(EOX)+0.9(DF+DS+DE)
REPEAT LOAD
1 1.0 3 0.9 4 0.9 5 0.9 
NOTIONAL LOAD
4 X 0.0018 5 X 0.0018 
*
LOAD 441 1(-EOX)+0.9(DF+DS+DE)
REPEAT LOAD
1 -1.0 3 0.9 4 0.9 5 0.9 
NOTIONAL LOAD
4 X -0.0018 5 X -0.0018 
*
LOAD 442 1(EOZ)+0.9(DF+DS+DE)
REPEAT LOAD
2 1.0 3 0.9 4 0.9 5 0.9 
NOTIONAL LOAD
4 Z 0.0018 5 Z 0.0018 
*
LOAD 443 1(-EOZ)+0.9(DF+DS+DE)
REPEAT LOAD
2 -1.0 3 0.9 4 0.9 5 0.9 
NOTIONAL LOAD
4 Z -0.0018 5 Z -0.0018 
*
*****************************************************************************
*****************************************************************************
* TEST CONDITIONS
*TEST LOADS (LOAD 101)
*JE CSA LC (SIMILAR TO PIP STC01015 2006 TABLE 8 LC 5)
**1.4(Ds+Dt) + 0.5L
*
LOAD 500 1.4(DF+DS+DE+TC)+0.5(L)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 7 1.4 8 0.5 
NOTIONAL LOAD
4 X 0.0028 5 X 0.0028 7 X 0.0028 8 X 0.001 
*
LOAD 501 1.4(DF+DS+DE+TC)+0.5(L)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 7 1.4 8 0.5 
NOTIONAL LOAD
4 X -0.0028 5 X -0.0028 7 X -0.0028 8 X -0.001 
*
LOAD 502 1.4(DF+DS+DE+TC)+0.5(L)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 7 1.4 8 0.5 
NOTIONAL LOAD
4 Z 0.0028 5 Z 0.0028 7 Z 0.0028 8 Z 0.001 
*
LOAD 503 1.4(DF+DS+DE+TC)+0.5(L)
REPEAT LOAD
3 1.4 4 1.4 5 1.4 7 1.4 8 0.5 
NOTIONAL LOAD
4 Z -0.0028 5 Z -0.0028 7 Z -0.0028 8 Z -0.001 
*
*****************************************************************************
*JE CSA LC (SIMILAR TO PIP STC01015 2006 TABLE 8 LC 6)
*1.2(Ds+Dt) + 0.5L + 1.0Wp
*Wp TO BE CALCULATED USING 75% OF BASIC WIND SPEED
*VALUE PER PIP STC01015 Section 4.1.4.5 (1.0 x 0.75 x 0.75 = 0.56)
*
LOAD 504 1.2(DF+DS+DE+TC)+0.5(L)+0.56(WX1+WX2)+0.28(WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 0.56 11 0.56 20 0.28 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 7 X 0.0024 8 X 0.001 
*
LOAD 505 1.2(DF+DS+DE+TC)+0.5(L)+0.56(WX1+WX2)+0.28(-WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 0.56 11 0.56 20 -0.28 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 7 X 0.0024 8 X 0.001 
*
LOAD 506 1.2(DF+DS+DE+TC)+0.5(L)+0.56(-WX1-WX2)+0.28(WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 -0.56 11 -0.56 20 0.28 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 7 X -0.0024 8 X -0.001 
*
LOAD 507 1.2(DF+DS+DE+TC)+0.5(L)+0.56(-WX1-WX2)+0.28(-WZ1)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 -0.56 11 -0.56 20 -0.28 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 7 X -0.0024 8 X -0.001 
*
LOAD 508 1.2(DF+DS+DE+TC)+0.5(L)+0.28(WX1)+0.56(WZ1+WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 0.28 20 0.56 21 0.56 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 7 Z 0.0024 8 Z 0.001 
*
LOAD 509 1.2(DF+DS+DE+TC)+0.5(L)+0.28(-WX1)+0.56(WZ1+WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 -0.28 20 0.56 21 0.56 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 7 Z 0.0024 8 Z 0.001 
*
LOAD 510 1.2(DF+DS+DE+TC)+0.5(L)+0.28(WX1)+0.56(-WZ1-WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 0.28 20 -0.56 21 -0.56 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 7 Z -0.0024 8 Z -0.001 
*
LOAD 511 1.2(DF+DS+DE+TC)+0.5(L)+0.28(-WX1)+0.56(-WZ1-WZ2)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 7 1.2 8 0.5 10 -0.28 20 -0.56 21 -0.56 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 7 Z -0.0024 8 Z -0.001 
*
*****************************************************************************
*****************************************************************************
*CRANE/MONORAIL IMPACT CONDITIONS
*CRANE/MONORAIL IMPACT LOADS (LOAD 201)
*1.2(Ds + De) + 0.5L + 1.6Icm
*BASED ON PIP STC01015 2006 TABLE 6 LC 9
*IMPACT LOADS SUBSTITUTED FOR BUNDLE PULL LOADS
*
LOAD 600 1.2(DF+DS+DE)+0.5(L)+1.6(ICM)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 101 1.6 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 8 X 0.001 101 X 0.0032 
*
LOAD 601 1.2(DF+DS+DE)+0.5(L)+1.6(ICM)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 101 1.6 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 8 X -0.001 101 X -0.0032 
*
LOAD 602 1.2(DF+DS+DE)+0.5(L)+1.6(ICM)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 101 1.6 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 8 Z 0.001 101 Z 0.0032 
*
LOAD 603 1.2(DF+DS+DE)+0.5(L)+1.6(ICM)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 101 1.6 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 8 Z -0.001 101 Z -0.0032 
*
*****************************************************************************
*BASED ON PIP STC01015 2006 TABLE 6 LC 10
*0.9(Ds + De) + 1.6Icm + 1.6Bp
*IMPACT LOADS SUBSTITUTED FOR BUNDLE PULL LOADS
*
LOAD 604 0.9(DF+DS+DE)+1.6(ICM)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 101 1.6 
NOTIONAL LOAD
4 X 0.0018 5 X 0.0018 101 X 0.0032 
*
LOAD 605 0.9(DF+DS+DE)+1.6(ICM)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 101 1.6 
NOTIONAL LOAD
4 X -0.0018 5 X -0.0018 101 X -0.0032 
*
LOAD 606 0.9(DF+DS+DE)+1.6(ICM)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 101 1.6 
NOTIONAL LOAD
4 Z 0.0018 5 Z 0.0018 101 Z 0.0032 
*
LOAD 607 0.9(DF+DS+DE)+1.6(ICM)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 101 1.6 
NOTIONAL LOAD
4 Z -0.0018 5 Z -0.0018 101 Z -0.0032 
*
*****************************************************************************
*****************************************************************************
*BUNDLE PULL CONDITIONS
*BUNDLE PULL LOADS (LOAD 301)
*BASED ON PIP STC01015 2006 TABLE 6 LC 9
*1.2(Ds + De) + 0.5L + 1.6Bp
*
LOAD 800 1.2(DF+DS+DE)+0.5(L)+1.6(BP)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 201 1.6 
NOTIONAL LOAD
4 X 0.0024 5 X 0.0024 8 X 0.001 
*
LOAD 801 1.2(DF+DS+DE)+0.5(L)+1.6(BP)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 201 1.6 
NOTIONAL LOAD
4 X -0.0024 5 X -0.0024 8 X -0.001 
*
LOAD 802 1.2(DF+DS+DE)+0.5(L)+1.6(BP)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 201 1.6 
NOTIONAL LOAD
4 Z 0.0024 5 Z 0.0024 8 Z 0.001 
*
LOAD 803 1.2(DF+DS+DE)+0.5(L)+1.6(BP)
REPEAT LOAD
3 1.2 4 1.2 5 1.2 8 0.5 201 1.6 
NOTIONAL LOAD
4 Z -0.0024 5 Z -0.0024 8 Z -0.001 
*
*****************************************************************************
*BASED ON PIP STC01015 2006 TABLE 6 LC 10
*0.9(Ds + De) + 1.6Bp
*
LOAD 804 0.9(DF+DS+DE)+1.6(BP)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 201 1.6 
NOTIONAL LOAD
4 X 0.0018 5 X 0.0018 
*
LOAD 805 0.9(DF+DS+DE)+1.6(BP)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 201 1.6 
NOTIONAL LOAD
4 X -0.0018 5 X -0.0018 
*
LOAD 806 0.9(DF+DS+DE)+1.6(BP)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 201 1.6 
NOTIONAL LOAD
4 Z 0.0018 5 Z 0.0018 
*
LOAD 807 0.9(DF+DS+DE)+1.6(BP)
REPEAT LOAD
3 0.9 4 0.9 5 0.9 201 1.6 
NOTIONAL LOAD
4 Z -0.0018 5 Z -0.0018 
*
*
*****************************************************************************
*DISPLACEMENT TOLERANCE VALUE DISPTOL SHOULD BE IN TERMS OF
*CURRENT LENGTH UNITS (THE DEFAULT VALUE IS 0.01in. OR 0.00025m)
*
*PDELTA 1 ANALYSIS
*
*FOR FOUNDATION MODELS, COMMENT OUT THE  DIRECT ANALYSIS COMMAND
*BELOW AND UN-COMMENT THE PDELTA COMMAND ABOVE
*
UNIT INCHES KIP
PERFORM DIRECT ANALYSIS LRFD ITERATION 2 TAUTOL 0.01 DISPTOL 0.01
UNIT FEET KIP
CHANGE
*****************************************************************************
*
*****************************************************************************
*             ASD LOAD COMBINATIONS FOR DEFLECTION CHECK
*     IBC 2012, PIP STC01015 2006, JE CSA & MODULE DESIGN CRITERIA
*****************************************************************************
*
*****************************************************************************
*EQUIPMENT STRUCTURES:  STICK-BUILT AND MODULAR
*
*INSTALLED CONDITIONS (OPERATING, TEST, IMPACT, BUNDLE PULL)
*
*NORMAL OPERATING
*ASCE 7-10 SECTION 1.4.1.2
*NOTIONAL LOADS
*N = 0.1 x Wi  APPLY (+ / -) IN ALL DIRECTIONS
*
*****************************************************************************
*****************************************************************************
*
*IBC 2012 EQ. 16-8
* D + F = Ds + Do + Afx + Afy + Afz
*
LOAD 2400 1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 X 0.007 5 X 0.007 6 X 0.007 
*
LOAD 2401 1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 X -0.007 5 X -0.007 6 X -0.007 
*
LOAD 2402 1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 Z 0.007 5 Z 0.007 6 Z 0.007 
*
LOAD 2403 1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 Z -0.007 5 Z -0.007 6 Z -0.007 
*
*****************************************************************************
*IBC 2012 EQ. 16-9
* D + H + F + L + T = Ds + Do + L + Afx + Afy + Afz
*
LOAD 2404 1(DF+DS+DE+OC+L+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 X 0.007 5 X 0.007 6 X 0.007 8 X 0.007 
*
LOAD 2405 1(DF+DS+DE+OC+L+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 X -0.007 5 X -0.007 6 X -0.007 8 X -0.007 
*
LOAD 2406 1(DF+DS+DE+OC+L+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 Z 0.007 5 Z 0.007 6 Z 0.007 8 Z 0.007 
*
LOAD 2407 1(DF+DS+DE+OC+L+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 Z -0.007 5 Z -0.007 6 Z -0.007 8 Z -0.007 
*
*****************************************************************************
*IBC 2012 EQ. 16-10
* D + H + F + (Lr or S or R) = Ds + Do + S + Afx + Afy + Afz
*
LOAD 2408 1(DF+DS+DE+OC+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 9 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 X 0.007 5 X 0.007 6 X 0.007 9 X 0.007 
*
LOAD 2409 1(DF+DS+DE+OC+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 9 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 X -0.007 5 X -0.007 6 X -0.007 9 X -0.007 
*
LOAD 2410 1(DF+DS+DE+OC+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 9 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 Z 0.007 5 Z 0.007 6 Z 0.007 9 Z 0.007 
*
LOAD 2411 1(DF+DS+DE+OC+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 9 1.0 40 1.0 41 1.0 42 1.0 
NOTIONAL LOAD
4 Z -0.007 5 Z -0.007 6 Z -0.007 9 Z -0.007 
*
*****************************************************************************
*IBC 2012 EQ. 16-11
* D + H + F + 0.75(L + T) + 0.75(Lr or S or R) = Ds+Do+0.75(L+Afx+Afy+Afz+S)
*
LOAD 2412 1(DF+DS+DE+OC)+0.75(L+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 0.75 41 0.75 42 0.75 
NOTIONAL LOAD
4 X 0.007 5 X 0.007 6 X 0.007 8 X 0.00525 9 X 0.00525 
*
LOAD 2413 1(DF+DS+DE+OC)+0.75(L+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 0.75 41 0.75 42 0.75 
NOTIONAL LOAD
4 X -0.007 5 X -0.007 6 X -0.007 8 X -0.00525 9 X -0.00525 
*
LOAD 2414 1(DF+DS+DE+OC)+0.75(L+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 0.75 41 0.75 42 0.75 
NOTIONAL LOAD
4 Z 0.007 5 Z 0.007 6 Z 0.007 8 Z 0.00525 9 Z 0.00525 
*
LOAD 2415 1(DF+DS+DE+OC)+0.75(L+S+AFX+AFY+AFZ)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 0.75 41 0.75 42 0.75 
NOTIONAL LOAD
4 Z -0.007 5 Z -0.007 6 Z -0.007 8 Z -0.00525 9 Z -0.00525 
*
*****************************************************************************
*IBC 2012 EQ. 16-12
* D + H + F + (0.6W or 0.7E) = Ds + Do + Afx  + Afy + Afz + (0.6W or 0.7Eo)
*
LOAD 2416 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.6(WX1+WX2)+0.3(WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 0.6 11 0.6 20 0.3 40 1.0 41 1.0 42 1.0 
*
LOAD 2417 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.6(WX1+WX2)+0.3(-WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 0.6 11 0.6 20 -0.3 40 1.0 41 1.0 42 1.0 
*
LOAD 2418 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.6(-WX1-WX2)+0.3(WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 -0.6 11 -0.6 20 0.3 40 1.0 41 1.0 42 1.0 
*
LOAD 2419 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.6(-WX1-WX2)+0.3(-WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 -0.6 11 -0.6 20 -0.3 40 1.0 41 1.0 42 1.0 
*
LOAD 2420 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.3(WX1)+0.6(WZ1+WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 0.3 20 0.6 21 0.6 40 1.0 41 1.0 42 1.0 
*
LOAD 2421 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.3(-WX1)+0.6(WZ1+WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 -0.3 20 0.6 21 0.6 40 1.0 41 1.0 42 1.0 
*
LOAD 2422 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.3(WX1)+0.6(-WZ1-WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 0.3 20 -0.6 21 -0.6 40 1.0 41 1.0 42 1.0 
*
LOAD 2423 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.3(-WX1)+0.6(-WZ1-WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 10 -0.3 20 -0.6 21 -0.6 40 1.0 41 1.0 42 1.0 
*
LOAD 2424 0.7(EOX)+1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
1 0.7 3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
*
LOAD 2425 0.7(-EOX)+1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
1 -0.7 3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
*
LOAD 2426 0.7(EOZ)+1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
2 0.7 3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
*
LOAD 2427 0.7(-EOZ)+1(DF+DS+DE+OC+AFX+AFY+AFZ)
REPEAT LOAD
2 -0.7 3 1.0 4 1.0 5 1.0 6 1.0 40 1.0 41 1.0 42 1.0 
*
*****************************************************************************
*IBC 2012 EQ. 16-13
* D + H + F + 0.75(0.6W or 0.7E) + 0.75L + 0.75(Lr or S or R) =
* Ds + Do + Afx  + Afy + Afz + 0.75(0.6W or 0.7E) + 0.75L + 0.75(S)
*
LOAD 2428 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.45(WX1+WX2)+0.225(WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 0.45 11 0.45 20 0.225 40 1.0 41 1.0 -
42 1.0 
*
LOAD 2429 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.45(WX1+WX2)+0.225(-WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 0.45 11 0.45 20 -0.225 40 1.0 -
41 1.0 42 1.0 
*
LOAD 2430 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.45(-WX1-WX2)+0.225(WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 -0.45 11 -0.45 20 0.225 40 1.0 -
41 1.0 42 1.0 
*
LOAD 2431 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.45(-WX1-WX2)+0.225(-WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 -0.45 11 -0.45 20 -0.225 40 1.0 -
41 1.0 42 1.0 
*
LOAD 2432 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.225(WX1)+0.45(WZ1+WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 0.225 20 0.45 21 0.45 40 1.0 41 1.0 -
42 1.0 
*
LOAD 2433 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.225(WX1)+0.45(-WZ1-WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 0.225 20 -0.45 21 -0.45 40 1.0 -
41 1.0 42 1.0 
*
LOAD 2434 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.225(-WX1)+0.45(WZ1+WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 -0.225 20 0.45 21 0.45 40 1.0 -
41 1.0 42 1.0 
*
LOAD 2435 1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)+0.225(-WX1)+0.45(-WZ1-WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 10 -0.225 20 -0.45 21 -0.45 40 1.0 -
41 1.0 42 1.0 
*
LOAD 2436 0.525(EOX)+1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)
REPEAT LOAD
1 0.525 3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 1.0 41 1.0 42 1.0 
*
LOAD 2437 0.525(-EOX)+1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)
REPEAT LOAD
1 -0.525 3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 1.0 41 1.0 42 1.0 
*
LOAD 2438 0.525(EOZ)+1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)
REPEAT LOAD
2 0.525 3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 1.0 41 1.0 42 1.0 
*
LOAD 2439 0.525(-EOZ)+1(DF+DS+DE+OC+AFX+AFY+AFZ)+0.75(L+S)
REPEAT LOAD
2 -0.525 3 1.0 4 1.0 5 1.0 6 1.0 8 0.75 9 0.75 40 1.0 41 1.0 42 1.0 
*
*****************************************************************************
*IBC 2012 EQ. 16-14
* 0.6D + 0.6W + H = 0.6(Ds+De) + 0.6W
*
LOAD 2440 0.6(DF+DS+DE+WX1+WX2)+0.3(WZ1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 0.6 11 0.6 20 0.3 
*
LOAD 2441 0.6(DF+DS+DE+WX1+WX2)+0.3(-WZ1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 0.6 11 0.6 20 -0.3 
*
LOAD 2442 0.6(DF+DS+DE-WX1-WX2)+0.3(WZ1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 -0.6 11 -0.6 20 0.3 
*
LOAD 2443 0.6(DF+DS+DE-WX1-WX2)+0.3(-WZ1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 -0.6 11 -0.6 20 -0.3 
*
LOAD 2444 0.6(DF+DS+DE+WZ1+WZ2)+0.3(WX1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 0.3 20 0.6 21 0.6 
*
LOAD 2445 0.6(DF+DS+DE-WZ1-WZ2)+0.3(WX1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 0.3 20 -0.6 21 -0.6 
*
LOAD 2446 0.6(DF+DS+DE+WZ1+WZ2)+0.3(-WX1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 -0.3 20 0.6 21 0.6 
*
LOAD 2447 0.6(DF+DS+DE-WZ1-WZ2)+0.3(-WX1)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 10 -0.3 20 -0.6 21 -0.6 
*
*****************************************************************************
*IBC 2012 EQ. 16-15
* 0.6D + 0.7E + H = 0.6(Ds+De) + 0.7Eo
*
LOAD 2448 0.7(EOX)+0.6(DF+DS+DE)
REPEAT LOAD
1 0.7 3 0.6 4 0.6 5 0.6 
*
LOAD 2449 0.7(-EOX)+0.6(DF+DS+DE)
REPEAT LOAD
1 -0.7 3 0.6 4 0.6 5 0.6 
*
LOAD 2450 0.7(EOZ)+0.6(DF+DS+DE)
REPEAT LOAD
2 0.7 3 0.6 4 0.6 5 0.6 
*
LOAD 2451 0.7(-EOZ)+0.6(DF+DS+DE)
REPEAT LOAD
2 -0.7 3 0.6 4 0.6 5 0.6 
*
*****************************************************************************
*   ASCE 7-10 SECTION 1.4.1.2
*   NOTIONAL LOADS
*   N = 0.1 x Wi  APPLY (+ / -) IN ALL DIRECTIONS
*****************************************************************************
* 0.6D +0.7N = Ds + De + 0.7(0.01Wi)
* NO ANCHOR LOADS ASSUMED
*
LOAD 2452 0.6(DF+DS+DE)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 
NOTIONAL LOAD
4 X 0.007 5 X 0.007 
*
LOAD 2453 0.6(DF+DS+DE)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 
NOTIONAL LOAD
4 X -0.007 5 X -0.007 
*
LOAD 2454 0.6(DF+DS+DE)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 
NOTIONAL LOAD
4 Z 0.007 5 Z 0.007 
*
LOAD 2455 0.6(DF+DS+DE)
REPEAT LOAD
3 0.6 4 0.6 5 0.6 
NOTIONAL LOAD
4 Z -0.007 5 Z -0.007 
*
*****************************************************************************
*****************************************************************************
*JE CSA LC (SIMILAR TO PIP STC01015 2006 TABLE 7 LC 5)
*Ds + Dt + 0.5L + Wp
*LIVE LOAD ADDED
*Wp TO BE CALCULATED USING 75% OF BASIC WIND SPEED
*VALUE PER PIP STC01015 Section 4.1.4.5 0.6(0.75 x 0.75 = 0.34)
*
LOAD 2500 1(DF+DS+DE+TC)+0.5(L)+0.34(WX1+WX2)+0.17(WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 0.34 11 0.34 20 0.17 
*
LOAD 2501 1(DF+DS+DE+TC)+0.5(L)+0.34(WX1+WX2)+0.17(-WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 0.34 11 0.34 20 -0.17 
*
LOAD 2502 1(DF+DS+DE+TC)+0.5(L)+0.34(-WX1-WX2)+0.17(WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 -0.34 11 -0.34 20 0.17 
*
LOAD 2503 1(DF+DS+DE+TC)+0.5(L)+0.34(-WX1-WX2)+0.17(-WZ1)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 -0.34 11 -0.34 20 -0.17 
*
LOAD 2504 1(DF+DS+DE+TC)+0.5(L)+0.17(WX1)+0.34(WZ1+WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 0.17 20 0.34 21 0.34 
*
LOAD 2505 1(DF+DS+DE+TC)+0.5(L)+0.17(-WX1)+0.34(WZ1+WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 -0.17 20 0.34 21 0.34 
*
LOAD 2506 1(DF+DS+DE+TC)+0.5(L)+0.17(WX1)+0.34(-WZ1-WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 0.17 20 -0.34 21 -0.34 
*
LOAD 2507 1(DF+DS+DE+TC)+0.5(L)+0.17(-WX1)+0.34(-WZ1-WZ2)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 7 1.0 8 0.5 10 -0.17 20 -0.34 21 -0.34 
*
*****************************************************************************
*****************************************************************************
*CRANE/MONORAIL IMPACT CONDITIONS*
*CRANE/MONORAIL IMPACT COMBS (LOAD 101)
*Ds + De + 0.5L + Icm
*BASED ON PIP STC01015 2006 TABLE 5 LC 8
*IMPACT LOADS SUBSTITUTED FOR BUNDLE PULL LOADS
*
LOAD 2600 1(DF+DS+DE+ICM)+0.5(L)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 8 0.5 101 1.0 
*
*****************************************************************************
*****************************************************************************
*BUNDLE PULL CONDITIONS
* BUNDLE PULL LOADS (LOAD 201)
*BASED ON PIP STC01015 2006 TABLE 5 LC 8
*Ds + De + 0.5L + Bp
*
LOAD 2800 1(DF+DS+DE+BP)+0.5(L)
REPEAT LOAD
3 1.0 4 1.0 5 1.0 8 0.5 201 1.0 
*
*****************************************************************************
PDELTA 1 ANALYSIS SMALLDELTA
*
*****************************************************************************
* LRFD DESIGN LOAD CASES AS FOLLOW: USE FOR STEEL, CONCRETE DESIGN
*
*** FOR EQUIPMENT STRUCTURE: STICK-BUILT & MODULAR ***
* INSTALLED & OPERATING CONDITIONS, USE LOAD CASE 400 TO 443
* TEST CONDITIONS USE 500 TO 511
* MONORAIL/CRANE IMPACT USE 600 TO 607 AND BUNDLE PULL USE 800 TO 807
* FOR MODULE SHIPPING CONDITIONS, USE LOAD CASE 1000 TO 1007
* FOR GROUND TRANSPORT CONDITIONS, USE LOAD CASE 1008 TO 1011
* FOR LIFTING CONDITIONS, USE LOAD CASE 1012 TO 1015
*
*** FOR PIPERACK STRUCTURE: STICK-BUILT & MODULAR ***
* INSTALLED & OPERATING CONDITIONS, USE LOAD CASE 1100 TO 1147
* TEST CONDITIONS USE 1200 TO 1207
* MONORAIL/CRANE IMPACT USE 1300 TO 1307 AND BUNDLE PULL USE 1400 TO 1407
* FOR MODULE SHIPPING CONDITIONS, USE LOAD CASE 1500 TO 1507
* FOR GROUND TRANSPORT CONDITIONS, USE LOAD CASE 1508 TO 1511
* FOR LIFTING CONDITIONS, USE LOAD CASE 1512 TO 1515
*
*****************************************************************************
* ASD DESIGN LOAD CASES AS FOLLOW: USE FOR PILE, LIFTING LUG, DEFLECTION CHECK
*
*** FOR EQUIPMENT STRUCTURE: STICK-BUILT & MODULAR ***
* INSTALLED & OPERATING CONDITIONS, USE LOAD CASE 2400 TO 2455
* TEST CONDITIONS USE 2500 TO 2507
* MONORAIL/CRANE IMPACT USE 2600 AND BUNDLE PULL USE 2800
* FOR MODULE SHIPPING CONDITIONS, USE LOAD CASE 3000 TO 3007
* FOR GROUND TRANSPORT CONDITIONS, USE LOAD CASE 3008
* FOR LIFTING CONDITIONS, USE LOAD CASE 3009
*
*** FOR PIPERACK STRUCTURE: STICK-BUILT & MODULAR ***
* INSTALLED & OPERATING CONDITIONS, USE LOAD CASE 3100 TO 3143
* TEST CONDITIONS USE 3200 TO 3203
* MONORAIL/CRANE IMPACT USE 3300 AND BUNDLE PULL USE 3400
* FOR MODULE SHIPPING CONDITIONS, USE LOAD CASE 3500 TO 3507
* FOR GROUND TRANSPORT CONDITIONS, USE LOAD CASE 3508
* FOR LIFTING CONDITIONS, USE LOAD CASE 3509
*
*****************************************************************************
DEFINE ENVELOPE
*
400 TO 443 500 TO 511 600 TO 607 800 TO 807 ENVELOPE 1 TYPE STRENGTH
2400 TO 2455 2500 TO 2507 2600 2800 ENVELOPE 2 TYPE SERVICEABILITY
*
END DEFINE ENVELOPE
*****************************************************************************
* LOAD LIST FOR SERVICE LOAD STRENGTH CHECK
*EDIT BELOW COMMAND FOR PROPER LOAD LIST
*
LOAD LIST ENV 1
*
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD LRFD
TRACK 2 MEMB 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 49 TO 64 -
84 TO 89 93 TO 97 99 102 TO 105 112 TO 131 133 134 137 139
MAIN 200 MEMB 49 TO 52 58 60 62 64 131
BEAM 1 MEMB 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 53 TO 57 59 61 63 -
126 127 130 133 134 137 139
FYLD 5184 MEMB 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 49 TO 64 84 -
85 TO 89 93 TO 97 99 102 TO 105 112 TO 131 133 134 137 139
*
LZ 6.8 MEMB 84 TO 89
LY 6.8 MEMB 84 TO 89
LY 5.7 MEMB 140 TO 145
LZ 5.7 MEMB 140 TO 145
LY 6 MEMB 116 TO 123
LZ 6 MEMB 116 TO 123
*
UNT 6.8 MEMB 84 TO 89
UNT 6.8 MEMB 84 TO 89
UNT 5.7 MEMB 140 TO 145
UNT 5.7 MEMB 140 TO 145
UNT 6 MEMB 116 TO 123
UNT 6 MEMB 116 TO 123
*
UNB 6.8 MEMB 84 TO 89
UNB 6.8 MEMB 84 TO 89
UNB 5.7 MEMB 140 TO 145
UNB 5.7 MEMB 140 TO 145
UNB 6 MEMB 116 TO 123
UNB 6 MEMB 116 TO 123
*
CHECK CODE MEMB 4 5 7 8 10 11 13 14 17 20 23 25 TO 28 41 43 46 49 TO 64 84 -
85 TO 89 93 TO 97 99 102 TO 105 112 TO 131 133 134 137 139
*
*
*NOTE K = 1.0 FOR ALL MEMBERS
***********************************************************
*NOTE:
*PARAMETER SECTION 1 MUST CONTAIN ALL NORMAL STEEL
*DESIGN PARAMETERS i.e. (LY, LZ, UNT, UNB, FYLD, ETC.)
*WITH CORRECT VALUES. IT IS A BEST PRACTICE TO ASSIGN STEEL
*DESIGN PARAMETERS TO ALL MEMBERS EVEN WHEN THE
*STAAD DEFAULT IS APPLICABLE
*
*
FINISH
*
*COMMENT OUT THE ABOVE FINISH STATMENT TO ALLOW DEFLECTION DESIGN
*RESULTS TO BE DISPLAYED IN THE *OUTPUT FILE. THIS *WILL ALSO DISPLAY
*THE DEFLECTION CHECK RESULTS IN THE POST PROCESSOR
*THE POST-PROCESSOR WILL ONLY DISPLAY THE LAST CODE CHECK
*RESULTS FOR EACH MEMBER THAT HAS BEEN CODE CHECKED
*THE OUTPUT FILE (*.ANL) WILL SHOW ALL CODE CHECK RESULTS
******************************************************************************
* LOAD LIST FOR SERVICE LOAD DEFLECTION CHECK
*EDIT BELOW COMMAND FOR PROPER LOAD LIST
*
LOAD LIST ENV 2
*
PARAMETER 2
CODE AISC UNIFIED 2010
METHOD ASD
*
*PARAMETER SECTION 2 IS USED FOR DEFLECTION CHECK AT SERVICE
* LOAD CONDITIONS. SINCE THE CODE CHECK COMMAND IN STAAD
*CHECKS BOTH STRENGTH AND DEFLECTION, WE WILL NEED TO FORCE
*THE MEMBERS *CRITICAL CASE TO NOT BE “MEMBER STRENGTH”.
*TO FORCE A PURE DEFLECTION CHECK , APPLY STRENGTH DESIGN
*PARAMETERS *WHICH ARE VERY SMALL I.E. (UNT = 0.1, Ly = 0.1, etc.
*
* EDIT DJ1 DJ2 DFF AND CODE CHECK FOR MEMBERS TO BE CHECKED FOR DEFLECTION
*
*DJ1 69 MEMB 128 137 147
*DJ2 70 MEMB 128 137 147
*DFF 360 MEMB 128 137 147
*CHECK CODE MEMB 128 137 147
*
FINISH
