DEAR SIR ,

                   WHEN I DO ANALYSIS THE OUTPUT IS NOT SHOWING THE UTILIZATION VALUE FOR PRISMATIC SECTION AS I USE ROUND BAR OF 70 MM DIA AND GIVING ME A WARNING THAT THIS VERSION IS NOT DESIGN THE PRIMATIC SECTION..SIR ALSO TELL ME IF I USE TWO TYPES OF SECTIONS (PRISMATIC ROUND BAR 1.6 ATTACHED WITH BOTH ENDS OF TUBE WHICH IS 7.97 M LONG) IN 11.1M LENGTH JOINT TO EACH OTHER .PLEASE TELL ME WHAT WILL BE THE VALUE OF LY LZ KY KZ .STAD FILE IS ALSO ATTAcommunities.bentley.com/.../AL-OTAIBA-MUSEUM2.stdCHED....

I am new in Staad pro so please answer this question in very easy language....!

What is the use of Foundation support i staad pro....

can we use this instead of fixed support...

what is logic behind that support.... 

in my project one member shows the warning regarding ""Nominal shear force exceeds tauc_max limit""

the size of beam is 300mm x 500mm and length is 2000mm 

garde of the concrete is m30 and fe500

beam the cross checked to different sizes 

and warning is either Nominal shear force exceeds tauc_max limit ((or)) of excceds the tensile reinforcement 

so what is the solution of the following reason 

loading on top roof is given as 100kg/m2 . how shoud i apply this load as floor loan on my inclined roof. An error is showing while using one way loding direction in floor load option .

communities.bentley.com/.../ayushi.STD

Is there a Release date for the Staadpro CE that will work with the HSS Connections in Ram Connection 12?

WARNING:Section fails while designing section: 0.0 mm
And WARNING:Reinforcement % exceeds maximum limit

even i increase the column size... warnin still occur please help 

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Jun-18
END JOB INFORMATION
INPUT WIDTH 79
SET NL
UNIT METER KN
JOINT COORDINATES
1 0 6.2 0; 2 7 6.2 0; 3 7 0 0; 4 16 6.2 0; 5 25 6.2 0; 6 25 0 0; 7 31 6.2 0;
8 31 4.3 0; 10 35 6.2 0; 11 0 6.2 3; 12 7 6.2 3; 13 7 0 3; 14 16 6.2 3;
15 25 6.2 3; 16 25 0 3; 17 31 6.2 3; 18 31 4.3 3; 19 35 6.2 3;
MEMBER INCIDENCES
1 1 2; 2 2 4; 3 4 5; 4 5 7; 5 7 10; 6 2 3; 7 5 6; 8 7 8; 9 3 4; 10 4 6;
11 11 12; 12 12 14; 13 14 15; 14 15 17; 15 17 19; 16 12 13; 17 15 16; 18 17 18;
19 13 14; 20 14 16; 21 1 11; 22 2 12; 23 4 14; 24 5 15; 25 7 17; 26 10 19;
27 6 16; 28 3 13;
MEMBER CURVE
9 19 RADIUS 9 GAMMA 0 PRESSURE 0
10 20 RADIUS 9 GAMMA 0 PRESSURE 0
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 25000
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
6 TO 8 16 TO 18 PRIS YD 0.45 ZD 0.45
9 10 19 20 PRIS YD 0.7 ZD 0.8
1 TO 5 11 TO 15 PRIS YD 0.6 ZD 0.7
21 TO 26 PRIS YD 0.4 ZD 0.3
27 28 PRIS YD 0.5 ZD 0.5
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 3 6 8 10 11 13 16 18 19 FIXED
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1.5 SS 2 ST 1 DM 0.0005
SELFWEIGHT 1
MEMBER WEIGHT
1 TO 5 11 TO 15 UNI 5.06
FLOOR WEIGHT
YRANGE 0 6.5 FLOAD 5.27
YRANGE 0 6.5 FLOAD 5
LOAD 1 LOADTYPE Dead TITLE SELF WEGHT
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Dead TITLE DEAD LOAD OF SLAB
FLOOR LOAD
YRANGE 0 6.5 FLOAD -5.27 GY
LOAD 3 LOADTYPE Dead TITLE DEAD LOAD OF RAILING
MEMBER LOAD
1 TO 5 11 TO 15 UNI GY -5.06
LOAD 4 LOADTYPE Live REDUCIBLE TITLE SLAB LLIVE LOAD
FLOOR LOAD
YRANGE 0 6.5 FLOAD -5 GY
LOAD 5 LOADTYPE Seismic TITLE RESPONSE SPECTRUM +X
SELFWEIGHT X 1
SELFWEIGHT Y 1
SELFWEIGHT Z 1
MEMBER LOAD
1 TO 5 11 TO 15 UNI GY 5.06
1 TO 5 11 TO 15 UNI GZ 5.06
FLOOR LOAD
YRANGE 0 6.5 FLOAD 5.27 GX
YRANGE 0 6.5 FLOAD 5.27 GY
YRANGE 0 6.5 FLOAD 5.27 GZ
YRANGE 0 6.5 FLOAD 5 GX
YRANGE 0 6.5 FLOAD 5 GY
YRANGE 0 6.5 FLOAD 5 GZ
MEMBER LOAD
1 TO 5 11 TO 15 UNI GX 5.06
SPECTRUM CSM 1893 X 692257 ACC DAMP 0.05
SOIL TYPE 2
LOAD 6 LOADTYPE Seismic TITLE RESPONSE SPECTRUM +Z
SPECTRUM CSM 1893 Z 0.088 ACC DAMP 0.05
SOIL TYPE 2
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 3 1.5 4 1.5
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 3 1.2 4 1.2
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.2 2 1.2 3 1.2 4 1.2 5 1.2
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 1.2 2 1.2 3 1.2 4 1.2 6 1.2
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
1 1.2 2 1.2 3 1.2 4 1.2 5 -1.2
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
1 1.2 2 1.2 3 1.2 4 1.2 6 -1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
1 1.5 2 1.5 3 1.5
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
1 1.5 2 1.5 3 1.5 5 1.5
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
1 1.5 2 1.5 3 1.5 6 1.5
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
1 1.5 2 1.5 3 1.5 5 -1.5
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
1 1.5 2 1.5 3 1.5 6 -1.5
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
DESIGN BEAM 1 TO 5 11 TO 15 21 TO 28
DESIGN COLUMN 6 TO 10 16 TO 20
UNIT MMS NEWTON
FC 25 ALL
FYMAIN 500 ALL
MINMAIN 12 ALL
MINSEC 10 ALL
MAXMAIN 32 ALL
MAXSEC 25 ALL
END CONCRETE DESIGN
FINISH

Hi, Can you please clarify that positive support moment values(i.e., resisting moments), Mx, My or Mz acts about corresponding positive global axis and vice versa?

Thank you

Using Select series 6 - Version 20.07.11.70

Though it is properly defined for deflection check. still we are getting the same error message.

STAAD SPACE
JOB PART PIPE BRIDGE
ENGINEER NAME CS
CHECKER NAME FYS
CHECKER DATE 15-Oct-17
END JOB INFORMATION
INPUT WIDTH 79
SET NL 500
UNIT METER KN
JOINT COORDINATES
1 11 0 2.2; 2 11 0 0; 3 0 0 2.2; 4 0 0 0; 5 11 2.1 2.2; 6 11 2.1 0;
7 0 2.1 2.2; 8 0 2.1 0; 9 11 4.2 2.2; 10 11 4.2 0; 11 0 4.2 2.2; 12 0 4.2 0;
13 11 6 2.2; 14 11 6 0; 15 0 6 2.2; 16 0 6 0; 17 13.3 7.8 2.2; 18 13.3 7.8 0;
19 11 7.8 2.2; 20 11 7.8 0; 21 9 7.8 2.2; 22 9 7.8 0; 23 7.2 7.8 2.2;
24 7.2 7.8 0; 25 5.4 7.8 2.2; 26 5.4 7.8 0; 27 3.6 7.8 2.2; 28 3.6 7.8 0;
29 1.8 7.8 2.2; 30 1.8 7.8 0; 31 0 7.8 2.2; 32 0 7.8 0; 49 13.3 4.2 2.2;
50 13.3 4.2 0; 52 -1.3 4.2 0; 53 0 2.9 2.2; 54 0 2.9 0; 55 -1 7.8 2.2;
56 -1 7.8 0; 57 0 4.2 -1.2; 58 -1.3 4.2 -1.2; 59 0 8.9 0; 60 -1 8.9 0;
61 -1 7.8 1.725; 62 -1 8.9 1.725; 63 0 8.9 1.725; 64 0 6.8 0; 65 0 6.8 2.2;
MEMBER INCIDENCES
1 4 8; 2 4 7; 3 3 7; 4 2 6; 5 2 5; 6 1 5; 7 8 7; 8 6 5; 9 8 54; 10 7 53;
11 7 12; 12 6 10; 13 5 10; 14 5 9; 15 6 50; 16 5 49; 17 52 54; 19 54 12;
20 53 11; 22 12 52; 25 12 11; 26 10 9; 27 10 50; 28 49 10; 29 9 49; 30 50 49;
31 12 16; 32 12 15; 33 11 15; 34 10 14; 35 10 13; 36 9 13; 37 16 15; 38 14 13;
39 16 64; 40 15 32; 41 15 65; 42 16 30; 43 15 29; 44 14 22; 45 13 21; 46 14 20;
47 13 20; 48 13 19; 49 14 18; 50 13 17; 51 32 31; 52 30 32; 53 29 32; 54 29 31;
55 30 29; 56 28 30; 57 28 29; 58 27 29; 59 28 27; 60 26 28; 61 25 28; 62 25 27;
63 26 25; 64 24 26; 65 24 25; 66 23 25; 67 24 23; 68 22 24; 69 21 24; 70 21 23;
71 22 21; 72 20 22; 73 20 21; 74 19 21; 75 20 19; 76 20 18; 77 20 17; 78 19 17;
79 18 17; 80 32 56; 81 31 55; 82 55 61; 83 12 57; 84 52 58; 85 58 57; 86 12 58;
87 54 57; 88 55 32; 89 32 59; 90 56 60; 91 61 56; 92 61 62; 93 59 60; 94 62 60;
96 63 62; 97 63 59; 98 63 60; 99 59 56; 100 61 63; 101 64 32; 102 65 31;
103 65 55; 104 64 56; 105 52 57;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 250000 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
1 3 4 6 9 10 12 14 19 20 31 33 34 36 39 41 46 48 89 101 -
102 TABLE ST UB406X178X60
28 53 57 61 65 69 73 77 TABLE ST UA100X100X8
30 51 55 59 63 67 71 75 79 TABLE ST UC152X152X30
27 29 52 54 56 58 60 62 64 66 68 70 72 74 76 78 TABLE ST UB356X171X45
2 5 7 8 11 13 15 TO 17 25 26 32 35 37 38 40 42 TO 45 47 49 -
50 TABLE ST UA120X120X10
80 TO 82 90 TO 94 96 97 TABLE ST UC152X152X30
87 88 98 TO 100 103 104 TABLE ST UA80X80X8
22 83 TO 85 TABLE ST UB305X165X40
86 105 TABLE T UB254X146X31
CONSTANTS
BETA 90 MEMB 90 92
MATERIAL STEEL ALL
MEMBER CRACKED
1 TO 17 19 20 22 25 TO 94 96 TO 104 -
105 REDUCTION RAX 0.800000 RIY 0.800000 RIZ 0.800000
SUPPORTS
1 TO 4 FIXED BUT MX
MEMBER RELEASE
2 5 7 8 11 13 25 26 30 32 35 37 38 47 51 55 59 63 67 71 72 74 75 79 -
82 START MPY 0.99 MPZ 0.99
2 5 7 8 11 13 25 26 30 32 35 37 38 40 47 51 52 54 55 59 63 67 71 75 79 -
91 END MPY 0.99 MPZ 0.99
***
***
MEMBER TRUSS
15 TO 17 28 42 TO 45 49 50 53 57 61 65 69 73 77 87 88 98 TO 100 103 104
DEFINE IBC 2012
SS 0.35 S1 0.11 I 1.5 RX 3 RZ 3 SCLASS 4 PX 0 PZ 0 TL 7 FA 1.5 FV 2.36
**
SELFWEIGHT 1
*"******Eqpt/Piping empty Load************"
MEMBER WEIGHT
*NoDE No 114-450
51 CON 2 1.74
*NoDE No 101-4660
51 CON 17 0.64
*NoDE No 114-440
59 CON 1.5 1.74
*NoDE No 115-8370
63 CON 7 1.24
*NoDE No 115-8375
75 CON 3 1.24
*NoDE No 114-430
67 CON 1.5 1.74
*NoDE No 114-420
75 CON 2.5 1.74
*NoDE No 115-8390
79 CON 8 1.24
*NoDE No 114-385
30 CON 2 1.74
JOINT WEIGHT
*Node No 6240
29 WEIGHT 20
*Node No 6230
19 WEIGHT 27
*"**************** Eqpt/Piping Operating Load************"
MEMBER WEIGHT
*NoDE No 114-450
51 CON 0.001 1.74
*NoDE No 101-4660
51 CON 0.001 0.64
*NoDE No 114-440
59 CON 0.001 1.74
*NoDE No 115-8370
63 CON 0.001 1.24
*NoDE No 115-8375
75 CON 0.001 1.24
*NoDE No 114-430
67 CON 0.5 1.74
*NoDE No 114-420,101-4670
75 CON 0.001 1.74
*75 CON 2 0.64
*NoDE No 115-8390
79 CON 0.001 1.24
*NoDE No 114-385
30 CON 6 1.74
JOINT WEIGHT
*Node No 6240
29 WEIGHT 0.001
*Node No 6230
19 WEIGHT 8
***************
DEFINE WIND LOAD
TYPE 1
INT 1.22 1.293 1.35 1.407 1.494 HEIG 4.6 6.1 7.6 9.1 12.2
TYPE 2
INT 1.22 1.293 1.35 1.407 1.494 HEIG 4.6 6.1 7.6 9.1 12.2
******************************************
***************************************************
LOAD 1 SEISMIC IN +X DIRECTION (EQ +X)
********************************************
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
***********************************************
LOAD 2 SEISMIC IN -X DIRECTION (EQ -X)
********************************************
IBC LOAD X -1
PERFORM ANALYSIS
CHANGE
***********************************************
LOAD 3 SEISMIC IN +Z DIRECTION (EQ +Z)
********************************************
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
***********************************************
LOAD 4 SEISMIC IN -Z DIRECTION (EQ -Z)
********************************************
IBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
******
*FINISH
***********************************************
LOAD 11 DEAD LOAD (DL)
SELFWEIGHT Y -1.1
MEMBER LOAD
83 84 94 97 UNI GY -0.5
22 83 TO 85 93 94 96 97 UNI GY -0.15
**********************************************
****ADDITIONAL 10% CONSIDERED FOR CONNECTION
***********************************************
LOAD 13 LIVE LOAD (LL)
MEMBER LOAD
83 84 94 97 UNI GY -2
********************************************
*
***********************************************
LOAD 21 EQUIPMENT/PIPING EMPTY LOAD (EEL)
********************************************
*"******Eqpt/Piping empty Load************"
MEMBER LOAD
*NoDE No 114-450,115-8360
51 CON GY -2 1.74
51 CON GY -8 1.24
*NoDE No 101-4660
51 CON GY -17 0.64
*NoDE No 114-440
59 CON GY -1.5 1.74
*NoDE No 115-8370
63 CON GY -7 1.24
*NoDE No 115-8375
75 CON GY -3 1.24
*NoDE No 114-430
67 CON GY -1.5 1.74
*NoDE No 114-420,101-4670
75 CON GY -2.5 1.74
75 CON GY -23 0.64
*NoDE No 115-8390
79 CON GY -8 1.24
*NoDE No 114-385
30 CON GY -2 1.74
JOINT LOAD
*Node No 6240
29 FY -20
*Node No 6230
19 FY -27
***********************************************
LOAD 22 EQUIPMENT/PIPING OPERATING LOAD (EOL)
********************************************
*"**************** Eqpt/Piping Operating Load************"
MEMBER LOAD
*NoDE No 114-450,115-8360
51 CON GY -0.001 1.74
51 CON GY -0.001 1.24
*NoDE No 101-4660
51 CON GY -0.001 0.64
*NoDE No 114-440
59 CON GY -0.001 1.74
*NoDE No 115-8370
63 CON GY -0.001 1.24
*NoDE No 115-8375
75 CON GY -0.001 1.24
*NoDE No 114-430
67 CON GY -0.5 1.74
*NoDE No 114-420,101-4670
75 CON GY -0.001 1.74
75 CON GY -2 0.64
*NoDE No 115-8390
79 CON GY -0.001 1.24
*NoDE No 114-385
30 CON GY -6 1.74
JOINT LOAD
*Node No 6240
29 FY -0.001
*Node No 6230
19 FY -8
***********************************************
LOAD 23 EQUIPMENT/PIPING TEST LOAD (ETL)
*************************************
*"****************Eqpt / Piping test Load ************"
MEMBER LOAD
*NoDE No 114-450,115-8360
51 CON GY -0.5 1.74
51 CON GY -4.5 1.24
*NoDE No 101-4660
51 CON GY -5.5 0.64
*NoDE No 114-440
59 CON GY -0.5 1.74
*NoDE No 115-8370
63 CON GY -4 1.24
*NoDE No 115-8375
75 CON GY -1 1.24
*NoDE No 114-430
67 CON GY -0.5 1.74
*NoDE No 114-420,101-4670
75 CON GY -1.5 1.74
75 CON GY -8 0.64
*NoDE No 115-8390
79 CON GY -5 1.24
*NoDE No 114-385
30 CON GY -1 1.74
JOINT LOAD
*Node No 6240
29 31 FY -0.001
*Node No 6230
19 FY -10
***********************************************
LOAD 25 EQUIPMENT/PIPING THERMAL LOAD - HORIZONTAL LOAD (THX)
********************************************
*"****************Eqpt/ Piping Thermal Horizontal Load (THX)************"
MEMBER LOAD
*NoDE No 115-8370
63 CON GX 2 1.24
*NoDE No 115-8375
75 CON GX 1 1.24
*NoDE No 114-420,101-4670
75 CON GX 1 1.74
75 CON GX 7 0.64
*NoDE No 114-385
30 CON GX 2 1.74
JOINT LOAD
*Node No 6240
29 FX 4
*Node No 6230
19 FX 10
***********************************************
LOAD 26 EQUIPMENT/PIPING THERMAL LOAD - HORIZONTAL LOAD (THZ)
********************************************
*"****************Eqpt/ Piping Thermal Horizontal Load (THZ)************"
MEMBER LOAD
*NoDE No 115-8370
63 CON GZ 1 1.24
*NoDE No 115-8375
75 CON GZ 3 1.24
*NoDE No 114-420,101-4670
75 CON GZ 0.5 1.74
75 CON GZ 5 0.64
*NoDE No 114-385
30 CON GZ 1.5 1.74
JOINT LOAD
*Node No 6240
29 FZ 10
*Node No 6230
19 FZ 13
***********************************************
LOAD 27 EQUIPMENT/PIPING FRICTIONAL LOAD - HORIZONTAL LOAD (FHX)
********************************************
*"******Eqpt/ Piping Frictional Horizontal Load (FHX)******"
***********************************************
MEMBER LOAD
*NoDE No 114-450,115-8360
51 CON GX 1 1.74
51 CON GX 2 1.24
*NoDE No 101-4660
51 CON GX 5 0.64
*NoDE No 114-440
59 CON GX 0.5 1.74
*NoDE No 114-430
67 CON GX 0.5 1.74
*NoDE No 115-8390
79 CON GX 2 1.24
LOAD 28 EQUIPMENT/PIPING FRICTIONAL LOAD - HORIZONTAL LOAD (FHZ)
********************************************
*"****************Eqpt/ Piping Frictional Horizontal Load (FHZ)************"
***********************************************
MEMBER LOAD
*NoDE No 114-450,115-8360
51 CON GZ 2 1.74
51 CON GZ 4.5 1.24
*NoDE No 101-4660
51 CON GZ 5 0.64
*NoDE No 114-440
59 CON GZ 1 1.74
*NoDE No 114-430
67 CON GZ 0.5 1.74
*NoDE No 115-8390
79 CON GZ 2 1.24
*******************************************
LOAD 29 TEMPRATURE LOAD (TL+)
********************************************
TEMPERATURE LOAD
1 TO 17 19 20 22 25 TO 94 96 TO 105 TEMP 18.3
************************************************
LOAD 30 TEMPRATURE LOAD (TL-)
***********************************************
TEMPERATURE LOAD
1 TO 17 19 20 22 25 TO 94 96 TO 105 TEMP -16.1
**************************************************
LOAD 61 WIND IN +X DIRECTION (WL +X)
******************************************
*F=QZ*G*CF*AF
*QZ=1.350 ,G =0.85,CF = 2,WIDTH OF MEMBER =0.178
MEMBER LOAD
1 3 4 6 9 10 12 14 19 20 30 31 33 34 36 39 41 46 48 51 55 59 63 67 71 75 79 -
83 84 90 92 94 97 101 102 UNI GX 0.41
*****
***********************************************
LOAD 62 WIND IN -X DIRECTION (WL -X)
******************************************
*F=QZ*G*CF*AF
*QZ=1.350 ,G =0.85,CF = 2,WIDTH OF MEMBER =0.178
MEMBER LOAD
1 3 4 6 9 10 12 14 19 20 30 31 33 34 36 39 41 46 48 51 55 59 63 67 71 75 79 -
83 84 90 92 94 97 101 102 UNI GX -0.41
******
LOAD 63 WIND IN +Z DIRECTION (WL +Z)
*F=QZ*G*CF*AF
*QZ=1.350 ,G =0.85,CF = 2,WIDTH OF MEMBER =0.406
MEMBER LOAD
1 3 4 6 9 10 12 14 19 20 22 27 29 31 33 34 36 39 41 46 48 52 54 56 58 60 62 -
64 66 68 70 72 74 76 78 101 102 UNI GZ 0.97
MEMBER LOAD
85 89 90 92 93 96 UNI GZ 0.41
*Wind load on Pipes
* F = 0.8*Qz*(D1+D2+D3)
* F= 0.8**0.85*1.350*(0.15+0.3+0.4)=0.957
*considering 4.0m length of pipe between supports
* wind load = 0.957*4 = 3.83 kN at each support
MEMBER LOAD
79 CON GZ 2.05
51 55 59 63 67 71 75 CON GZ 3.9
JOINT LOAD
*F = 0.8*0.85*Qz*(D)*L for 16" line
*F = 0.8*0.85*1.350*0.4*11
*Node No 6240
29 FZ 4.21
*Node No 6230
19 FZ 4.21
******************************************
******
********************************************
LOAD 64 WIND IN -Z DIRECTION (WL -Z)
***********************************************
*F=QZ*G*CF*AF
*QZ=1.350 ,G =0.85,CF = 2,WIDTH OF MEMBER =0.406
MEMBER LOAD
1 3 4 6 9 10 12 14 19 20 22 27 29 31 33 34 36 39 41 46 48 52 54 56 58 60 62 -
64 66 68 70 72 74 76 78 101 102 UNI GZ -0.97
MEMBER LOAD
85 89 90 92 93 96 UNI GZ -0.41
*Wind load on Pipes
* F = 0.8*Qz*(D1+D2+D3)
* F= 0.8*1.350*(0.15+0.3+0.4)=0.97
*considering 4.0m length of pipe between supports
* wind load = 0.97*4 = 3.83 kN at each support
MEMBER LOAD
79 CON GZ -1.95
51 55 59 63 67 71 75 CON GZ -3.9
JOINT LOAD
*Node No 6240
29 FZ -4.21
*Node No 6230
19 FZ -4.21
*******************************************************************************
*FINISH
******************************************
*SERVICEABILITY CHECK OF STEEL STRUCTURE (UNFACTORED):
**EMPTY/ ERECTION/ SHUT DOWN CONDITION:
LOAD 1001 DL + EEL
REPEAT LOAD
11 1.0 21 1.0
LOAD 1002 DL + EEL + 0.6WL+X
REPEAT LOAD
11 1.0 21 1.0 61 0.6
LOAD 1003 DL + EEL + 0.6WL-X
REPEAT LOAD
11 1.0 21 1.0 62 0.6
LOAD 1004 DL + EEL + 0.6WL+Z
REPEAT LOAD
11 1.0 21 1.0 63 0.6
LOAD 1005 DL + EEL + 0.6WL-Z
REPEAT LOAD
11 1.0 21 1.0 64 0.6
LOAD 1006 DL + EEL + 0.7(0.6)EQ+X
REPEAT LOAD
11 1.0 21 1.0 1 0.42
LOAD 1007 DL + EEL + 0.7(0.6)EQ-X
REPEAT LOAD
11 1.0 21 1.0 2 0.42
LOAD 1008 DL + EEL + 0.7(0.6)EQ+Z
REPEAT LOAD
11 1.0 21 1.0 3 0.42
LOAD 1009 DL + EEL + 0.7(0.6)EQ-Z
REPEAT LOAD
11 1.0 21 1.0 4 0.42
LOAD 1010 0.6(DL + EEL) + 0.6WL+X
REPEAT LOAD
11 0.6 21 0.6 61 0.6
LOAD 1011 0.6(DL + EEL) + 0.6WL-X
REPEAT LOAD
11 0.6 21 0.6 62 0.6
LOAD 1012 0.6(DL + EEL) + 0.6WL+Z
REPEAT LOAD
11 0.6 21 0.6 63 0.6
LOAD 1013 0.6(DL + EEL) + 0.6WL-Z
REPEAT LOAD
11 0.6 21 0.6 64 0.6
LOAD 1014 0.6(DL + EEL) + 0.7(0.6)EQ+X
REPEAT LOAD
11 0.6 21 0.6 1 0.42
LOAD 1015 0.6(DL + EEL) + 0.7(0.6)EQ-X
REPEAT LOAD
11 0.6 21 0.6 2 0.42
LOAD 1016 0.6(DL + EEL) + 0.7(0.6)EQ+Z
REPEAT LOAD
11 0.6 21 0.6 3 0.42
LOAD 1017 0.6(DL + EEL) + 0.7(0.6)EQ-Z
REPEAT LOAD
11 0.6 21 0.6 4 0.42
*Operating condition:
*DL + EEL+ EOL ? THX ?THZ ? FHX ? FHZ ?) TL
LOAD 1018 DL + EEL+ EOL + THX +THZ + FHX + FHZ + TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0
LOAD 1019 DL + EEL+ EOL - THX +THZ - FHX + FHZ + TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0
LOAD 1020 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 1.0 29 1.0
LOAD 1021 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 1.0 30 1.0
LOAD 1022 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0
LOAD 1023 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0
LOAD 1024 DL + EEL+ EOL + THX -THZ + FHX - FHZ + TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0
LOAD 1025 DL + EEL+ EOL + THX -THZ + FHX - FHZ - TL
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0
*DL + EEL+ EOL ? THX ?THZ ? FHX ? FHZ ? TL + LL
LOAD 1026 DL + LL + EEL+ EOL + THX +THZ + FHX + FHZ + TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0
LOAD 1027 DL + EEL+ EOL - THX +THZ - FHX + FHZ + TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0
LOAD 1028 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 1.0 29 1.0
LOAD 1029 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 1.0 30 1.0
LOAD 1030 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0
LOAD 1031 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0
LOAD 1032 DL + EEL+ EOL + THX -THZ + FHX - FHZ + TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0
LOAD 1033 DL + EEL+ EOL + THX -THZ + FHX - FHZ - TL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0
*DL + EEL + EOL ? THX ?THZ ? FHX ? FHZ ? TL ? 0.6WL
LOAD 1034 DL + EEL+ EOL + THX +THZ + FHX + FHZ + TL + 0.6WL+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 61 0.6
LOAD 1035 DL + EEL+ EOL + THX +THZ + FHX + FHZ - TL + 0.6WL+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 61 0.6
LOAD 1036 DL + EEL+ EOL + THX -THZ + FHX - FHZ + TL + 0.6WL+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 61 0.6
LOAD 1037 DL + EEL+ EOL + THX -THZ + FHX - FHZ - TL + 0.6WL+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 61 0.6
LOAD 1038 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL + 0.6WL-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 62 0.6
LOAD 1039 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.6WL-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 62 0.6
LOAD 1040 DL + EEL+ EOL - THX +THZ - FHX + FHZ + TL + 0.6WL-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 62 0.6
LOAD 1041 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.6WL-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 62 0.6
LOAD 1042 DL + EEL+ EOL + THX +THZ + FHX + FHZ + TL + 0.6WL+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 63 0.6
LOAD 1043 DL + EEL+ EOL + THX +THZ + FHX + FHZ - TL + 0.6WL+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 63 0.6
LOAD 1044 DL + EEL+ EOL - THX + THZ - FHX + FHZ + TL + 0.6WL+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 63 0.6
LOAD 1045 DL + EEL+ EOL - THX + THZ - FHX + FHZ - TL + 0.6WL+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 63 0.6
LOAD 1046 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL + 0.6WL-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 64 0.6
LOAD 1047 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.6WL-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 64 0.6
LOAD 1048 DL + EEL+ EOL + THX - THZ + FHX - FHZ + TL + 0.6WL-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 64 0.6
LOAD 1049 DL + EEL+ EOL + THX - THZ + FHX - FHZ - TL + 0.6WL-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 64 0.6
*DL + EEL + EOL ? THX ?THZ ? FHX ? FHZ ? TL ? 0.7 EQ
LOAD 1050 DL + EEL+ EOL + THX +THZ + FHX + FHZ + TL + 0.7EQ+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 1 0.7
LOAD 1051 DL + EEL+ EOL + THX +THZ + FHX + FHZ - TL + 0.7EQ+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 1 0.7
LOAD 1052 DL + EEL+ EOL + THX -THZ + FHX - FHZ + TL + 0.7EQ+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 1 0.7
LOAD 1053 DL + EEL+ EOL + THX -THZ + FHX - FHZ - TL + 0.7EQ+X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 1 0.7
LOAD 1054 DL + EEL+ EOL -THX -THZ -FHX -FHZ +TL + 0.7EQ-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 2 0.7
LOAD 1055 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.7EQ-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 2 0.7
LOAD 1056 DL + EEL+ EOL - THX +THZ - FHX + FHZ + TL + 0.7EQ-X
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 2 0.7
LOAD 1057 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.7EQ+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 3 0.7
LOAD 1058 DL + EEL+ EOL + THX +THZ + FHX + FHZ + TL + 0.7EQ+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 3 0.7
LOAD 1059 DL + EEL+ EOL + THX +THZ + FHX + FHZ - TL + 0.7EQ+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 3 0.7
LOAD 1060 DL + EEL+ EOL - THX + THZ - FHX + FHZ + TL + 0.7EQ+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 3 0.7
LOAD 1061 DL + EEL+ EOL - THX + THZ - FHX + FHZ - TL + 0.7EQ+Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 3 0.7
LOAD 1062 DL + EEL+ EOL - THX -THZ - FHX - FHZ + TL + 0.7EQ-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 4 0.7
LOAD 1063 DL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.7EQ-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 4 0.7
LOAD 1064 DL + EEL+ EOL + THX - THZ + FHX - FHZ + TL + 0.7EQ-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 4 0.7
LOAD 1065 DL + EEL+ EOL + THX - THZ + FHX - FHZ - TL + 0.7EQ-Z
REPEAT LOAD
11 1.0 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 4 0.7
*DL +EEL+EOL? THX ?THZ ? FHX ? FHZ ? TL ?0.75(0.6WL)+ 0.75LL
LOAD 1066 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX + FHZ + TL + 0.75(0.6WL+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 61 0.45
LOAD 1067 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX + FHZ - TL + 0.75(0.6WL+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 61 0.45
LOAD 1068 DL + 0.75LL + EEL+ EOL + THX -THZ + FHX - FHZ + TL + 0.75(0.6WL+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 61 0.45
LOAD 1069 DL + 0.75LL + EEL+ EOL + THX -THZ + FHX - FHZ - TL + 0.75(0.6WL+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 61 0.45
LOAD 1070 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX - FHZ + TL + 0.75(0.6WL-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 62 0.45
LOAD 1071 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.75(0.6WL-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 62 0.45
LOAD 1072 DL + 0.75LL + EEL+ EOL - THX +THZ - FHX + FHZ + TL + 0.75(0.6WL-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 62 0.45
LOAD 1073 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.75(0.6WL-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 62 0.45
LOAD 1074 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX + FHZ + TL + 0.75(0.6WL+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 63 0.45
LOAD 1075 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX + FHZ - TL + 0.75(0.6WL+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 63 0.45
LOAD 1076 DL + 0.75LL + EEL+ EOL - THX + THZ - FHX + FHZ + TL + 0.75(0.6WL+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 63 0.45
LOAD 1077 DL + 0.75LL + EEL+ EOL - THX + THZ - FHX + FHZ - TL + 0.75(0.6WL+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 63 0.45
LOAD 1078 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX - FHZ + TL + 0.75(0.6WL-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 64 0.45
LOAD 1079 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX - FHZ - TL + 0.75(0.6WL-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 64 0.45
LOAD 1080 DL + 0.75LL + EEL+ EOL + THX - THZ + FHX - FHZ + TL + 0.75(0.6WL-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 64 0.45
LOAD 1081 DL + 0.75LL + EEL+ EOL + THX - THZ + FHX - FHZ - TL + 0.75(0.6WL-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 64 0.45
*
*DL +EEL+EOL? THX ?THZ ? FHX ? FHZ ? TL ?0.75(0.7EQ)+0.75LL
LOAD 1082 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX+FHZ+TL+0.75(0.7EQ+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 1 0.525
LOAD 1083 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX+FHZ-TL+0.75(0.7EQ+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 1 0.525
LOAD 1084 DL + 0.75LL + EEL+ EOL + THX -THZ + FHX-FHZ+TL+0.75(0.7EQ+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 1 0.525
LOAD 1085 DL + 0.75LL + EEL+ EOL + THX -THZ + FHX-FHZ-TL+0.75(0.7EQ+X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 1 0.525
LOAD 1086 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX -FHZ+TL+0.75(0.7EQ-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 2 0.525
LOAD 1087 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX -FHZ-TL+0.75(0.7EQ-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 2 0.525
LOAD 1088 DL + 0.75LL + EEL+ EOL - THX +THZ - FHX +FHZ+TL+0.75(0.7EQ-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 2 0.525
LOAD 1089 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX -FHZ-TL+0.75(0.7EQ-X)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 2 0.525
LOAD 1090 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX + FHZ+TL+0.75(0.7EQ+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 1.0 3 0.525
LOAD 1091 DL + 0.75LL + EEL+ EOL + THX +THZ + FHX + FHZ-TL+0.75(0.7EQ+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 1.0 27 1.0 28 1.0 30 1.0 3 0.525
LOAD 1092 DL + 0.75LL + EEL+ EOL - THX + THZ - FHX + FHZ+TL+0.75(0.7EQ+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 29 1.0 3 0.525
LOAD 1093 DL + 0.75LL + EEL+ EOL - THX + THZ - FHX +FHZ-TL+0.75(0.7EQ+Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 1.0 27 -1.0 28 1.0 30 1.0 3 0.525
LOAD 1094 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX -FHZ+TL+0.75(0.7EQ-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 29 1.0 4 0.525
LOAD 1095 DL + 0.75LL + EEL+ EOL - THX -THZ - FHX -FHZ-TL+0.75(0.7EQ-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 -1.0 26 -1.0 27 -1.0 28 -1.0 30 1.0 4 0.525
LOAD 1096 DL + 0.75LL + EEL+ EOL + THX - THZ + FHX -FHZ+TL+0.75(0.7EQ-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 29 1.0 4 0.525
LOAD 1097 DL + 0.75LL + EEL+ EOL + THX - THZ + FHX -FHZ-TL+0.75(0.7EQ-Z)
REPEAT LOAD
11 1.0 13 0.75 21 1.0 22 1.0 25 1.0 26 -1.0 27 1.0 28 -1.0 30 1.0 4 0.525
*Test condition:
*DL +EEL+ ETL
LOAD 1098 DL + EEL + ETL
REPEAT LOAD
11 1.0 21 1.0 23 1.0
*DL + EEL + ETL + LL
LOAD 1099 DL + LL + EEL + ETL
REPEAT LOAD
11 1.0 13 1.0 21 1.0 23 1.0
*DL +EEL + ETL ? 0.6 (0.5WL)
LOAD 1100 DL + EEL + ETL + 0.6(0.5WL+X)
REPEAT LOAD
11 1.0 21 1.0 23 1.0 61 0.3
LOAD 1101 DL + EEL + ETL + 0.6(0.5WL-X)
REPEAT LOAD
11 1.0 21 1.0 23 1.0 62 0.3
LOAD 1102 DL + EEL + ETL + 0.6(0.5WL+Z)
REPEAT LOAD
11 1.0 21 1.0 23 1.0 63 0.3
LOAD 1103 DL + EEL + ETL + 0.6(0.5WL-Z)
REPEAT LOAD
11 1.0 21 1.0 23 1.0 64 0.3
*DL + EEL +ETL + 0.75LL ? 0.75 (0.6(0.5) WL)
LOAD 1104 DL + 0.75LL + EEL + ETL + 0.75(0.6(0.5WL+X))
REPEAT LOAD
11 1.0 13 0.75 21 1.0 23 1.0 61 0.225
LOAD 1105 DL + 0.75LL + EEL + ETL + 0.75(0.6(0.5WL-X))
REPEAT LOAD
11 1.0 13 0.75 21 1.0 23 1.0 62 0.225
LOAD 1106 DL + 0.75LL + EEL + ETL + 0.75(0.6(0.5WL+Z))
REPEAT LOAD
11 1.0 13 0.75 21 1.0 23 1.0 63 0.225
LOAD 1107 DL + 0.75LL + EEL + ETL + 0.75(0.6(0.5WL+Z))
REPEAT LOAD
11 1.0 13 0.75 21 1.0 23 1.0 64 0.225
*0.6(DL +EEL + ETL) ? 0.6 (0.5WL)
LOAD 1108 0.6(DL + EEL + ETL) + 0.6(0.5WL+X)
REPEAT LOAD
11 0.6 21 0.6 23 0.6 61 0.3
LOAD 1109 0.6(DL + EEL + ETL) + 0.6(0.5WL-X)
REPEAT LOAD
11 0.6 21 0.6 23 0.6 62 0.3
LOAD 1110 0.6(DL + EEL + ETL) + 0.6(0.5WL+Z)
REPEAT LOAD
11 0.6 21 0.6 23 0.6 63 0.3
LOAD 1111 0.6(DL + EEL + ETL) + 0.6(0.5WL-Z)
REPEAT LOAD
11 0.6 21 0.6 23 0.6 64 0.3
*DESIGN OF STEEL STRUCTURE (LRFD):
*Empty/ Erection/ Shut down condition:
*1.4 (DL + EEL)
LOAD 1201 1.4 (DL+ EEL)
REPEAT LOAD
11 1.4 21 1.4
*0.9(DL + EEL) ? WL
LOAD 1202 0.9(DL+EEL) + WL+X
REPEAT LOAD
11 0.9 21 0.9 61 1.0
LOAD 1203 0.9(DL+EEL) + WL-X
REPEAT LOAD
11 0.9 21 0.9 62 1.0
LOAD 1204 0.9(DL+EEL) + WL+Z
REPEAT LOAD
11 0.9 21 0.9 63 1.0
LOAD 1205 0.9(DL+EEL) + WL-Z
REPEAT LOAD
11 0.9 21 0.9 64 1.0
*0.9(DL + EEL) ? EQ
LOAD 1206 0.9(DL+EEL) +(0.6)EQ+X
REPEAT LOAD
11 0.9 21 0.9 1 0.6
LOAD 1207 0.9(DL+EEL) + (0.6)EQ-X
REPEAT LOAD
11 0.9 21 0.9 2 0.6
LOAD 1208 0.9(DL+EEL) + (0.6)EQ+Z
REPEAT LOAD
11 0.9 21 0.9 3 0.6
LOAD 1209 0.9(DL+EEL) + (0.6)EQ-Z
REPEAT LOAD
11 0.9 21 0.9 4 0.6
*Operating condition:
*1.4(DL + EEL+ EOL ? THX ?THZ ? FHX ? FHZ ? TL)
LOAD 1210 1.4(DL+EEL+EOL) + 1.4(THX+THZ+FHX+FHZ) + 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 1.4 26 1.4 27 1.4 28 1.4 29 1.4
LOAD 1211 1.4(DL+EEL+EOL) + 1.4(THX+THZ+FHX+FHZ) - 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 1.4 26 1.4 27 1.4 28 1.4 30 1.4
LOAD 1212 1.4(DL+EEL+EOL) + 1.4(-THX+THZ-FHX+FHZ) + 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 -1.4 26 1.4 27 -1.4 28 1.4 29 1.4
LOAD 1213 1.4(DL+EEL+EOL) + 1.4(-THX+THZ-FHX+FHZ) - 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 -1.4 26 1.4 27 -1.4 28 1.4 30 1.4
LOAD 1214 1.4(DL+EEL+EOL) + 1.4(THX-THZ+FHX-FHZ) + 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 1.4 26 -1.4 27 1.4 28 -1.4 29 1.4
LOAD 1215 1.4(DL+EEL+EOL) + 1.4(THX-THZ+FHX-FHZ) - 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 1.4 26 -1.4 27 1.4 28 -1.4 30 1.4
LOAD 1216 1.4(DL+EEL+EOL) + 1.4(-THX-THZ-FHX-FHZ) + 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 -1.4 26 -1.4 27 -1.4 28 -1.4 29 1.4
LOAD 1217 1.4(DL+EEL+EOL) + 1.4(-THX-THZ-FHX-FHZ) - 1.4TL
REPEAT LOAD
11 1.4 21 1.4 22 1.4 25 -1.4 26 -1.4 27 -1.4 28 -1.4 30 1.4
*1.2(DL + EEL + EOL ? THX ?THZ ? FHX ? FHZ ? TL) +1.6 LL
LOAD 1218 1.2(DL+EEL+EOL) + 1.2(THX+THZ+FHX+FHZ) + 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 29 1.2
LOAD 1219 1.2(DL+EEL+EOL) + 1.2(THX+THZ+FHX+FHZ) - 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 30 1.2
LOAD 1220 1.2(DL+EEL+EOL) + 1.2(-THX+THZ-FHX+FHZ) + 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 29 1.2
LOAD 1221 1.2(DL+EEL+EOL) + 1.2(-THX+THZ-FHX+FHZ) - 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 30 1.2
LOAD 1222 1.2(DL+EEL+EOL) + 1.2(THX-THZ+FHX-FHZ) + 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 29 1.2
LOAD 1223 1.2(DL+EEL+EOL) + 1.2(THX-THZ+FHX-FHZ) - 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 30 1.2
LOAD 1224 1.2(DL+EEL+EOL) + 1.2(-THX-THZ-FHX-FHZ) + 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 29 1.2
LOAD 1225 1.2(DL+EEL+EOL) + 1.2(-THX-THZ-FHX-FHZ) - 1.2TL + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 30 1.2
*1.2(DL +EEL + EOL ? THX ?THZ ? FHX ? FHZ ? TL) + LL? WL
LOAD 1226 1.2(DL+EEL+EOL + THX+THZ+FHX+FHZ + TL) + LL + WL+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 29 1.2 61 1.0
LOAD 1227 1.2(DL+EEL+EOL + THX+THZ+FHX+FHZ - TL) + LL + WL+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 30 1.2 61 1.0
LOAD 1228 1.2(DL + EEL+EOL + THX - THZ + FHX - FHZ + TL) + LL + WL+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 29 1.2 61 1.0
LOAD 1229 1.2(DL + EEL+EOL + THX - THZ + FHX - FHZ - TL) + LL + WL+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 30 1.2 61 1.0
LOAD 1230 1.2(DL + EEL + EOL ? THX - THZ - FHX - FHZ + TL) + LL + WL-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 29 1.2 62 1.0
LOAD 1231 1.2(DL + EEL + EOL ? THX - THZ - FHX - FHZ - TL) + LL + WL-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 30 1.2 62 1.0
LOAD 1232 1.2(DL + EEL + EOL ? THX + THZ - FHX + FHZ + TL) + LL + WL-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 29 1.2 62 1.0
LOAD 1233 1.2(DL + EEL + EOL ? THX - THZ - FHX - FHZ - TL) + LL + WL-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 30 1.2 62 1.0
LOAD 1234 1.2(DL + EEL + EOL + THX + THZ + FHX + FHZ + TL) + LL + WL+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 29 1.2 63 1.0
LOAD 1235 1.2(DL + EEL + EOL + THX + THZ + FHX + FHZ - TL) + LL + WL+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 30 1.2 63 1.0
LOAD 1236 1.2(DL + EEL+EOL - THX + THZ - FHX + FHZ + TL) + LL + WL+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 29 1.2 63 1.0
LOAD 1237 1.2(DL + EEL+EOL - THX + THZ - FHX + FHZ - TL) + LL + WL+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 30 1.2 63 1.0
LOAD 1238 1.2(DL + EEL + EOL ? THX ? THZ ? FHX - FHZ + TL) + LL + WL-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 29 1.2 64 1.0
LOAD 1239 1.2(DL + EEL + EOL ? THX ? THZ ? FHX - FHZ - TL) + LL + WL-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 30 1.2 64 1.0
LOAD 1240 1.2(DL + EEL + EOL + THX ? THZ + FHX - FHZ + TL) + LL + WL-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 29 1.2 64 1.0
LOAD 1241 1.2(DL + EEL + EOL + THX ? THZ + FHX - FHZ - TL) + LL + WL-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 30 1.2 64 1.0
*1.2(DL +EEL + EOL ? THX ?THZ ? FHX ? FHZ ? TL) +LL ? EQ
LOAD 1242 1.2(DL+EEL+EOL + THX+THZ+FHX+FHZ + TL) + LL + EQ+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 29 1.2 1 1.0
LOAD 1243 1.2(DL+EEL+EOL + THX+THZ+FHX+FHZ - TL) + LL + EQ+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 30 1.2 1 1.0
LOAD 1244 1.2(DL + EEL+EOL + THX - THZ + FHX - FHZ + TL) + LL + EQ+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 29 1.2 1 1.0
LOAD 1245 1.2(DL + EEL+EOL + THX - THZ + FHX - FHZ - TL) + LL + EQ+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 30 1.2 1 1.0
LOAD 1246 1.2(DL + EEL + EOL ? THX - THZ - FHX - FHZ + TL) + LL + EQ-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 29 1.2 2 1.0
LOAD 1247 1.2(DL + EEL + EOL ? THX - THZ - FHX - FHZ - TL) + LL + EQ-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 30 1.2 2 1.0
LOAD 1248 1.2(DL + EEL + EOL ? THX + THZ - FHX + FHZ + TL) + LL + EQ-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 29 1.2 2 1.0
LOAD 1249 1.2(DL + EEL + EOL ? THX - THZ - FHX - FHZ - TL) + LL + EQ-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 30 1.2 2 1.0
LOAD 1250 1.2(DL + EEL + EOL + THX + THZ + FHX + FHZ + TL) + LL + EQ+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 29 1.2 3 1.0
LOAD 1251 1.2(DL + EEL + EOL + THX + THZ + FHX + FHZ - TL) + LL + EQ+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 1.2 27 1.2 28 1.2 30 1.2 3 1.0
LOAD 1252 1.2(DL + EEL+EOL - THX + THZ - FHX + FHZ + TL) + LL + EQ+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 29 1.2 3 1.0
LOAD 1253 1.2(DL + EEL+EOL - THX + THZ - FHX + FHZ - TL) + LL + EQ+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 1.2 27 -1.2 28 1.2 30 1.2 3 1.0
LOAD 1254 1.2(DL + EEL + EOL ? THX ? THZ ? FHX - FHZ + TL) + LL + EQ-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 29 1.2 4 1.0
LOAD 1255 1.2(DL + EEL + EOL ? THX ? THZ ? FHX - FHZ - TL) + LL + EQ-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 -1.2 26 -1.2 27 -1.2 28 -1.2 30 1.2 4 1.0
LOAD 1256 1.2(DL + EEL + EOL + THX ? THZ + FHX - FHZ + TL) + LL + EQ-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 29 1.2 4 1.0
LOAD 1257 1.2(DL + EEL + EOL + THX ? THZ + FHX - FHZ - TL) + LL + EQ-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 22 1.2 25 1.2 26 -1.2 27 1.2 28 -1.2 30 1.2 4 1.0
*Test condition:
*1.4(DL +EEL+ETL)
LOAD 1258 1.4(DL + EEL + ETL)
REPEAT LOAD
11 1.4 21 1.4 23 1.4
*1.2(DL +EEL+ETL) + 1.6 LL
LOAD 1259 1.2(DL + EEL + ETL) + 1.6LL
REPEAT LOAD
11 1.2 13 1.6 21 1.2 23 1.2
*1.2(DL +EEL + ETL) + LL? 0.5 WL
LOAD 1260 1.2(DL + EEL + ETL) + LL + 0.5WL+X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 23 1.2 61 0.5
LOAD 1261 1.2(DL + EEL + ETL) + LL + 0.5WL-X
REPEAT LOAD
11 1.2 13 1.0 21 1.2 23 1.2 62 0.5
LOAD 1262 1.2(DL + EEL + ETL) + LL + 0.5WL+Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 23 1.2 63 0.5
LOAD 1263 1.2(DL + EEL + ETL) + LL + 0.5WL-Z
REPEAT LOAD
11 1.2 13 1.0 21 1.2 23 1.2 64 0.5
*0.9(DL +EEL +ETL) ? 0.5 WL
LOAD 1264 0.9(DL + EEL + ETL) + 0.5WL+X
REPEAT LOAD
11 0.9 21 0.9 23 0.9 61 0.5
LOAD 1265 0.9(DL + EEL + ETL) + 0.5WL-X
REPEAT LOAD
11 0.9 21 0.9 23 0.9 62 0.5
LOAD 1266 0.9(DL + EEL + ETL) + 0.5WL+Z
REPEAT LOAD
11 0.9 21 0.9 23 0.9 63 0.5
LOAD 1267 0.9(DL + EEL + ETL) + 0.5WL-Z
REPEAT LOAD
11 0.9 21 0.9 23 0.9 64 0.5
*
PDELTA 5 ANALYSIS SMALLDELTA
********************************************
DEFINE ENVELOPE
1001 TO 1111 ENVELOPE 1 TYPE SERVICEABILITY
1201 TO 1267 ENVELOPE 2 TYPE STRENGTH
END DEFINE ENVELOPE
*FINISH
*****************************************************
LOAD LIST 1 TO 4 11 13 21 TO 23 25 TO 30 61 TO 64
PRINT SUPPORT REACTION
*****************************************************
LOAD LIST ENV 1
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD LRFD
DFF 400 MEMB 22 27 29 30 51 52 54 TO 56 58 TO 60 62 TO 64 66 TO 68 70 TO 72 -
74 TO 76 78 TO 85 91 93 94 96 97
*DFF 300 MEMB 1 3 4 6 9 10 12 14 19 20 31 33 34 36 39 41 46 48 89 90 92 101 102
DJ1 31 MEMB 54 58 62 66 70 74
DJ2 19 MEMB 54 58 62 66 70 74
DJ1 32 MEMB 52 56 60 64 68 72
DJ2 20 MEMB 52 56 60 64 68 72
DJ1 55 MEMB 82 91
DJ2 56 MEMB 82 91
*
CHECK CODE MEMB 1 3 4 6 9 10 12 14 19 20 22 27 29 TO 31 33 34 36 39 41 42 -
46 48 51 52 54 TO 56 58 TO 60 62 TO 64 66 TO 68 70 TO 72 74 TO 76 78 79 83 -
84 TO 85 93 94 96 97 100 TO 102
*FINISH
LOAD LIST ENV 2
******************************************************
PARAMETER 2
CODE AISC UNIFIED 2010
METHOD LRFD
FYLD 265000 ALL
*KZ 1 MEMB 1 2 5 6 9 10 13 14 17 18 21 22 26 29 34 37 134 135
LY 2.3 MEMB 1 3 4 6 9 10 12 14 19 20 31 33 34 36 39 41 46 48 101 102
LZ 7.8 MEMB 1 3 4 6 9 10 12 14 19 20 31 33 34 36 39 41 46 48 101 102
LZ 11 MEMB 52 54 56 58 60 62 64 66 68 70 72 74
BEAM 1 ALL
TRACK 0 ALL
RATIO 1.0 ALL
MAIN 200 MEMB 1 TO 4 6 TO 10 12 14 19 20 22 25 TO 31 33 34 36 TO 39 41 46 -
48 51 TO 86 88 TO 94 96 TO 98 101 102 105
MAIN 135 MEMB 2 5 11 13 15 TO 17 32 35 40 42 TO 45 47 49 50 87 99 100 103 104
*
CHECK CODE ALL
STEEL TAKE OFF LIST ALL
FINISH

Please HELP.

In staad pro why the self weight factor is always -1 in Y direction ?

" Factor = -1 & Direction = Y "

Dear Sir,

In view of ease to old veteran users is there an option to retain old staad menus as classical interface like in autocad you have an option to retain old menus.

Question-1

For the command "PDELTA 20 ANALYSIS", in STAAD.

The analysis is performed for large P- Delta or for both large and small P-delta?

Question-2

For the command "PDELTA 5 ANALYSIS SMALLDELTA", in STAAD.

The analysis is performed for small P-delta only or for both large and small P-delta?

Hi,

Can you please tell me how do we calculate surcharge from a slab on ground(386m x 34m) subjecting to 4.5ksf load in designing a building spread footing? I know this is not the place to ask it.

Is there any bentley product that uses surcharge in footer design from slab on ground?

Thank you

When i am importing the dxf file into staad software the whole file showing one line diagaram  

what showing in staad 

what actual file is 

communities.bentley.com/.../CENTERLINE-DRAWING.dwg

Hi all,

I will be thankful if you can answer to my question and give guide.

I have big plat on beams, going to put frame on one portion of plate, plate ends are siting(welded maybe) on beams, now I designed plate and frame in staad, only dont know how calculate KFX, KFY, KFZ, when we thich FY , we must put give value of KFY also?

Hello,

I have a STAAD code which is a simple beam design with loads and I was doing steel design. On performing design I got the results of beam unity check to be 0.74 (Actual Ratio). But on double clicking the beam and then going to Steel Design Section I see Unity check to be 0.41. This is weird. Can someone please give me an explanation on this. Uploaded the image and STAAD Code. I am using STAAD.Pro V8i (SELECTseries 6) 20.07.11.33

Thanks,

STAAD Code

STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 08-Feb-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 16.169 0 0;
MEMBER INCIDENCES
1 1 2;
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 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TABLE ST W8X35
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
2 FIXED BUT FX FZ MX MY MZ
1 PINNED
LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1
SELFWEIGHT Y -1
MEMBER LOAD
1 CON GY -7.407 8.9167
1 CON GY -8.955 14.9167
PERFORM ANALYSIS
PARAMETER 1
CODE AISC UNIFIED 2010
DFF 360 ALL
DJ1 1 ALL
DJ2 2 ALL
FU 9360 ALL
FYLD 7200 ALL
METHOD ASD
UNB 16.169 ALL
UNT 7.583 ALL
CHECK CODE ALL
FINISH

I am trying to design a HSS Connection that has Top Branch and Bottom Branch.

The Bottom Branch appears to solve correctly but the Top Branch is doubling the interaction equation.

When I only use the Top Branch with no Bottom Branch it appears to work ok.

Any suggestions?

Hi - 

I am trying to design fixed bases for lateral columns using ram connection. The columns were modeled in Ram Structural system, and exported to Ram Connection. I was able to assign the connection to some columns but some others I am getting this error " No valid joints where found within selected members". I ensured that the columns have fixed bases in ram frame. Is there any other modeling modification/revision I must do to fix this error?

Ali.

I'm designing a concrete frame building using STAAD.Pro Advanced CONNECT Edition - Version 21.00.02.30.
It's a substation of two stories. I modeled two floor diaphragms in the building and found the bending moment diagram is not correct. Why the bending moment is not continuous at the  intersection point of the main frame beam and secondary beams? Please help me, thanks in advance.

communities.bentley.com/.../WPD_2D00_Substation_2D00_Ver1.std

Hi all,

In RC designer, while design slab get zero moment in top Y region .. what may the reason????

 i have uploaded image and model for your reference????communities.bentley.com/.../zxc.std

If the user didn’t assign effective length factor SKY and SKZ parameters in ACI concrete column design, which value does STAAD consider in the column design:

1-The length of the modelled member from node to node or

2-the clear height of the column (that is the length of the column member from node to node minus the depth of the connecting beams at the top and bottom if no beam vertical offset is assigned)?

3-the clear height of the column (that is the length of the column member from node to node minus the depth of the connecting beams at the top only if beam vertical offset is assigned)?

4- k>1 (STAAD is assuming the structure is sway by default)

5- k is calculated internally

Our office has been relying on STAAD only for analysis relying on other software for design by taking analysis results manually. I'm trying to save time by adopting the design results from STAAD, can you please review the model attached and advise if the design results are ready for drafting? The columns are not braced so it's a non-sway frame.

communities.bentley.com/.../VSD-SOUTH-R3.std