I am trying to develop a model which uses signed modal response spectra seismic analysis.  When I enter the first of four directional load cases, the model appears to run fine.  When I enter the second of four directional load cases, I get the following error:

          *ERROR* STAR FILE MGR. ERROR NO.   6 DETECTED BY LIBREAD
 
          THIS ERROR MAY HAVE BEEN CAUSED BY INPUT DATA ERRORS OR PROGRAM LOGIC ERRORS.
 
   *** ERRORS IN SOLVER ***

I am trying to do an IBC 2012 analysis.  What might be causing the error?

I've received an error during the concrete gravity analysis for a model.  The error states "Gravity load computation error on floor LVL1 and diaphragm 1.  Please check gravity loads and slab decks on this diaphragm.

The only thing that stands out as an issue with any gravity loads, is in the RAM Frame module, there is an un-associated gravity load for the LVL1 that does not have any actual values listed

Is there something else that may be causing this error?  Having a hard time troubleshooting this based on the error description.

Model is attached through secure upload for reference.

dear sir greetings,

                                   we all knows that staad have two methodes of designing the concrete of frames

                                   1:-  commands(menubar) > design>concrete design >select code (data area)......................

                                   2:- concrete design (mode change) > define envelops> autoform members>design brief >design group > design > nd plot the dxf files

                                   so all i want to ask tht which value of load case does dstaad take for design in second option , because it gives the different result in both option

Hello,

I have a few questions regarding column slenderness. In my model (v15.0) I am having a few slenderness issues and am trying to resolve them. It appears that the ACI 318 code has changed since 05 in terms of the kl/r limit, which I have found is what RAM enforces, so here are my questions.

1. RAM only flags columns as "failing" in slenderness if the ratio is above 100. Since it appears that this limit is no longer applicable in ACI 318-11, how can I ensure that my column design is per code since this is an old limit?

2. With ACI 318-11, moment magnification is the procedure to account for slenderness effects. Does RAM perform moment magnification? (per 10.10.6 and 10.10.7) If not, would I have to do calculations by hand and/or through another program to check column validity?

Thank you,

Beth

As I refer to Application Examples U.k. No 11  Response spectrum analysis of a frame.

The response spectrum was define as below:

SPECTRUM CQC X 1.0 ACC DAMP 0.05 SCALE 9.806
0.03 1.00 ; 0.05 1.35
0.1 1.95 ; 0.2 2.80
0.5 2.80 ; 1.0 1.60

Notes: The UNIT applied is in METER KNS. The units for acceleration supposed to be in m/s2

However in the result page indicate  the  acceleration in the unit ofG instead within the same decimal point as in the input values.

As 1 g=9.806m/s2, why the units in g are not divided by that value of 9.806 in the unit of G?

       MODE                 ACCELERATION-G     DAMPING
           ----                 --------------     -------
              1                      2.74136       0.05000
              2                      1.36735       0.05000

Wondering how the scale factor of 9.806 being applied within the analysis. In this case the total base shear would be 9.806 time more than the expected value.

Can anyone helps to explain this.

dear sir ,

                 as we all knows when we check the result page ..we have a set of lines having the data of the displacement , in that paragraph what is the meaning of these RX, RY , RZ

THANKS IN ADVANCE FOR REPLY :)

Hello, Team Bentley

My question is the following, i am designing steel walkway and i need simulate the ladders in the structure, which parameter i can use for this case?.

in the following capture can see the structure:

the 4 beams in blue fails for the ratio, and this is because i have not simulated the stairs.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Nov-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET POUND
JOINT COORDINATES
9 5 3.8 0; 10 21.63 3.8 0; 11 5 3.8 3.81; 12 21.63 3.8 3.81; 13 13.315 3.8 0;
14 13.315 3.8 3.81; 15 9.1575 3.8 0; 17 17.4725 3.8 0; 18 17.4725 3.8 3.81;
19 9.1575 3.8 3.81; 32 0 0 3.81; 33 0 0 0; 34 26.63 0 3.81; 35 26.63 0 0;
MEMBER INCIDENCES
5 9 15; 7 9 11; 8 10 12; 9 13 17; 10 14 18; 11 13 14; 12 15 13; 15 17 10;
16 18 12; 17 17 18; 18 11 19; 19 19 14; 20 15 19; 21 11 15; 22 15 14; 23 14 17;
24 17 12; 43 32 11; 44 33 9; 45 12 34; 46 10 35;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+009
POISSON 0.3
DENSITY 489.024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 5.184e+006 FU 8.352e+006 RY 1.5 RT 1.2
ISOTROPIC STEEL1
E 4.176e+009
POISSON 0.3
DENSITY 1e-011
ALPHA 6e-006
DAMP 0.03
G 1.60615e+009
TYPE STEEL
STRENGTH FY 5.184e+006 FU 8.352e+006 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
21 TO 24 TABLE ST L30203
5 7 TO 12 15 TO 20 43 TO 46 TABLE ST C8X11
CONSTANTS
BETA 180 MEMB 5 7 9 12 15
MATERIAL STEEL ALL
SUPPORTS
32 TO 35 PINNED
MEMBER RELEASE
17 20 START MY MZ
17 20 END MY MZ
11 START MY MZ
11 END MY MZ
MEMBER TRUSS
21 TO 24
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 39.3 39.3 HEIG 0 5
EXP 1 JOINT 9 TO 14 32 TO 35
TYPE 2 WIND 2
INT 39.3 39.3 HEIG 0 5
EXP 1 JOINT 9 TO 14 32 TO 35
CUT OFF MODE SHAPE 20
LOAD 1 LOADTYPE None TITLE DS=DEAD OR PERMANENT LOAD
SELFWEIGHT Y -1 LIST ALL
LOAD 2 LOADTYPE None TITLE DE=DEAD LOAD EMPTY EQUIPMENT
LOAD 3 LOADTYPE None TITLE DO = DEAD LOAD IN OPERATION
LOAD 4 LOADTYPE None TITLE DT = DEAD LOAD IN TEST
LOAD 5 LOADTYPE None TITLE L = CARGA VARIABLE.
MEMBER LOAD
5 9 10 12 15 16 18 19 43 TO 46 UNI GY -194.88
LOAD 6 LOADTYPE None TITLE WX = WIND LOAD " X "
WIND LOAD X 1 TYPE 1 XR 0 26.63 YR 0 4.8 ZR 0 3.81 OPEN
LOAD 7 LOADTYPE None TITLE WZ = WIND LOAD " Z "
WIND LOAD Z 1 TYPE 1 XR 0 26.63 YR 0 4.8 ZR 0 3.81 OPEN
LOAD 8 LOADTYPE None TITLE T = TEMPERATURE LOAD
LOAD 9 LOADTYPE None TITLE FF =FRICTION LOAD
LOAD 10 LOADTYPE None TITLE EOX = SEISMIC LOAD EQUIPMENT IN OPERATION " X "
SELFWEIGHT X 1 LIST ALL
MEMBER LOAD
5 9 10 12 15 16 18 19 43 TO 46 UNI GX 48.75
********************************
SELFWEIGHT Z 1
MEMBER LOAD
5 9 10 12 15 16 18 19 43 TO 46 UNI GZ 48.75
********************************
SELFWEIGHT Y 1 LIST ALL
MEMBER LOAD
5 9 10 12 15 16 18 19 43 TO 46 UNI GY 48.75
********************************
SPECTRUM CQC X 0 ACC SCALE 32.2 DAMP 0.05 LIN
0 0.1428; 0.0237 0.1667; 0.0474 0.1905; 0.0711 0.2143; 0.0948 0.2381;
0.1185 0.2619; 0.1422 0.2857; 0.1659 0.3095; 0.1896 0.3333; 0.2133 0.3571;
0.2573 0.3571; 0.3473 0.3571; 0.4373 0.3571; 0.5273 0.3571; 0.6173 0.3571;
0.7073 0.3571; 0.7973 0.3571; 0.8873 0.3571; 0.9773 0.3571; 1.0673 0.3571;
1.2606 0.3022; 1.4539 0.262; 1.6472 0.2313; 1.8405 0.207; 2.0338 0.1873;
2.2271 0.171; 2.4204 0.1574; 2.6137 0.1457; 2.807 0.1357; 3.0003 0.127;
3.1936 0.1193; 3.3869 0.1125; 3.5802 0.1064; 3.7735 0.1009; 3.9668 0.096;
4.1601 0.0916; 4.3534 0.0875; 4.5467 0.0838; 4.74 0.0804; 4.9333 0.0772;
5.1266 0.0743; 5.3199 0.0716; 5.5132 0.0691; 5.7065 0.0668; 5.8998 0.0646;
6.0931 0.0605; 6.2864 0.0569; 6.4797 0.0535; 6.673 0.0505; 6.8663 0.0477;
7.0596 0.0451; 7.2529 0.0427; 7.4462 0.0405; 7.6395 0.0385; 7.8328 0.0366;
8.0261 0.0349; 8.2194 0.0333; 8.4127 0.0318; 8.606 0.0303; 8.7993 0.029;
LOAD 11 LOADTYPE None TITLE EOZ = SEISMIC LOAD EQUIPMENT IN OPERATION " Z "
SPECTRUM CQC Z 0 ACC SCALE 32.2 DAMP 0.05 LIN
0 0.1428; 0.0237 0.1667; 0.0474 0.1905; 0.0711 0.2143; 0.0948 0.2381;
0.1185 0.2619; 0.1422 0.2857; 0.1659 0.3095; 0.1896 0.3333; 0.2133 0.3571;
0.2573 0.3571; 0.3473 0.3571; 0.4373 0.3571; 0.5273 0.3571; 0.6173 0.3571;
0.7073 0.3571; 0.7973 0.3571; 0.8873 0.3571; 0.9773 0.3571; 1.0673 0.3571;
1.2606 0.3022; 1.4539 0.262; 1.6472 0.2313; 1.8405 0.207; 2.0338 0.1873;
2.2271 0.171; 2.4204 0.1574; 2.6137 0.1457; 2.807 0.1357; 3.0003 0.127;
3.1936 0.1193; 3.3869 0.1125; 3.5802 0.1064; 3.7735 0.1009; 3.9668 0.096;
4.1601 0.0916; 4.3534 0.0875; 4.5467 0.0838; 4.74 0.0804; 4.9333 0.0772;
5.1266 0.0743; 5.3199 0.0716; 5.5132 0.0691; 5.7065 0.0668; 5.8998 0.0646;
6.0931 0.0605; 6.2864 0.0569; 6.4797 0.0535; 6.673 0.0505; 6.8663 0.0477;
7.0596 0.0451; 7.2529 0.0427; 7.4462 0.0405; 7.6395 0.0385; 7.8328 0.0366;
8.0261 0.0349; 8.2194 0.0333; 8.4127 0.0318; 8.606 0.0303; 8.7993 0.029;
LOAD 12 LOADTYPE None TITLE EOY = SEISMIC LOAD EQUIPMENT IN OPERATION " Y "
SPECTRUM CQC Y 0 ACC SCALE 32.2 DAMP 0.05 LIN
0 0.1428; 0.0237 0.1667; 0.0474 0.1905; 0.0711 0.2143; 0.0948 0.2381;
0.1185 0.2619; 0.1422 0.2857; 0.1659 0.3095; 0.1896 0.3333; 0.2133 0.3571;
0.2573 0.3571; 0.3473 0.3571; 0.4373 0.3571; 0.5273 0.3571; 0.6173 0.3571;
0.7073 0.3571; 0.7973 0.3571; 0.8873 0.3571; 0.9773 0.3571; 1.0673 0.3571;
1.2606 0.3022; 1.4539 0.262; 1.6472 0.2313; 1.8405 0.207; 2.0338 0.1873;
2.2271 0.171; 2.4204 0.1574; 2.6137 0.1457; 2.807 0.1357; 3.0003 0.127;
3.1936 0.1193; 3.3869 0.1125; 3.5802 0.1064; 3.7735 0.1009; 3.9668 0.096;
4.1601 0.0916; 4.3534 0.0875; 4.5467 0.0838; 4.74 0.0804; 4.9333 0.0772;
5.1266 0.0743; 5.3199 0.0716; 5.5132 0.0691; 5.7065 0.0668; 5.8998 0.0646;
6.0931 0.0605; 6.2864 0.0569; 6.4797 0.0535; 6.673 0.0505; 6.8663 0.0477;
7.0596 0.0451; 7.2529 0.0427; 7.4462 0.0405; 7.6395 0.0385; 7.8328 0.0366;
8.0261 0.0349; 8.2194 0.0333; 8.4127 0.0318; 8.606 0.0303; 8.7993 0.029;
LOAD 13 LOADTYPE None TITLE EEX = SEISMIC LOAD WITH EMPTY EQUIPMENT " X "
LOAD 14 LOADTYPE None TITLE EEZ = SEISMIC LOAD WITH EMPTY EQUIPMENT " Z "
LOAD 15 LOADTYPE None TITLE EEY = SEISMIC LOAD WITH EMPTY EQUIPMENT " Y "
********************************************************************
* DESIGN COMBINATION (LIMIT STATE OF EXHAUSTION RESISTANT)
********************************************************************
*(CUPR-1) 1.4 x (Ds + Do + Fr + T + Af)
LOAD COMB 387 1.4 X (DS + DO + FF + T + AF)
1 1.4 3 1.4 9 1.4 8 1.4
*(CUPR-2) 1.2 x (Ds + Do + Af + Fr) +-L
LOAD COMB 388 1.2 X (DS + DO + AF + FF) + L
1 1.2 3 1.2 9 1.2 5 1.0
LOAD COMB 389 1.2 X (DS + DO + AF + FF) - L
1 1.2 3 1.2 9 1.2 5 -1.0
*(CUPR-3) 1.2 x (Ds + Do + Af) + L +- 1.6 x W
LOAD COMB 390 1.2 X (DS + DO + AF) + 1.0 X L + 1.6 X WX
1 1.2 3 1.2 5 1.0 6 1.6
LOAD COMB 391 1.2 X (DS + DO + AF) + 1.0 X L - 1.6 X WX
1 1.2 3 1.2 5 1.0 6 -1.6
LOAD COMB 392 1.2 X (DS + DO + AF) + 1.0 X L + 1.6 X WZ
1 1.2 3 1.2 5 1.0 7 1.6
LOAD COMB 393 1.2 X (DS + DO + AF) + 1.0 X L - 1.6 X WZ
1 1.2 3 1.2 5 1.0 7 -1.6
*(CUPR-4) 1.2 x (Ds + Do + Af) + L +- 1.0 x Eo
******************************100% "X"****************************
LOAD COMB 394 1.2 X (DS + DO + AF) + 1.0 X L + 1.0 X EOX + 0.3 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 1.0 11 0.3 12 0.21
LOAD COMB 395 1.2 X (DS + DO + AF) + 1.0 X L + 1.0 X EOX + 0.3 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 1.0 11 0.3 12 -0.21
LOAD COMB 396 1.2 X (DS + DO + AF) + 1.0 X L + 1.0 X EOX - 0.3 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 1.0 11 -0.3 12 0.21
LOAD COMB 397 1.2 X (DS + DO + AF) + 1.0 X L + 1.0 X EOX - 0.3 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 1.0 11 -0.3 12 -0.21
LOAD COMB 398 1.2 X (DS + DO + AF) + 1.0 X L - 1.0 X EOX + 0.3 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -1.0 11 0.3 12 0.21
LOAD COMB 399 1.2 X (DS + DO + AF) + 1.0 X L - 1.0 X EOX + 0.3 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -1.0 11 0.3 12 -0.21
LOAD COMB 400 1.2 X (DS + DO + AF) + 1.0 X L - 1.0 X EOX - 0.3 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -1.0 11 -0.3 12 0.21
LOAD COMB 401 1.2 X (DS + DO + AF) + 1.0 X L - 1.0 X EOX - 0.3 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -1.0 11 -0.3 12 -0.21
******************************100% "Z"****************************
LOAD COMB 402 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX + 1.0 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 1.0 12 0.21
LOAD COMB 403 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX + 1.0 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 1.0 12 -0.21
LOAD COMB 404 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX - 1.0 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 -1.0 12 0.21
LOAD COMB 405 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX - 1.0 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 -1.0 12 -0.21
LOAD COMB 406 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX + 1.0 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 1.0 12 0.21
LOAD COMB 407 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX + 1.0 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 1.0 12 -0.21
LOAD COMB 408 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX - 1.0 EOZ + 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 -1.0 12 0.21
LOAD COMB 409 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX - 1.0 EOZ - 0.21 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 -1.0 12 -0.21
******************************70% "Y"****************************
LOAD COMB 410 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX + 0.3 EOZ + 0.7 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 0.3 12 0.7
LOAD COMB 411 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX + 0.3 EOZ - 0.7 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 0.3 12 -0.7
LOAD COMB 412 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX - 0.3 EOZ + 0.7 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 -0.3 12 0.7
LOAD COMB 413 1.2 X (DS + DO + AF) + 1.0 X L + 0.3 X EOX - 0.3 EOZ - 0.7 EOY
1 1.2 3 1.2 5 1.0 10 0.3 11 -0.3 12 -0.7
LOAD COMB 414 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX + 0.3 EOZ + 0.7 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 0.3 12 0.7
LOAD COMB 415 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX + 0.3 EOZ - 0.7 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 0.3 12 -0.7
LOAD COMB 416 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX - 0.3 EOZ + 0.7 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 -0.3 12 0.7
LOAD COMB 417 1.2 X (DS + DO + AF) + 1.0 X L - 0.3 X EOX - 0.3 EOZ - 0.7 EOY
1 1.2 3 1.2 5 1.0 10 -0.3 11 -0.3 12 -0.7
*(CUPR-5) 0.9 x (Ds + De) +- 1.6 x W
LOAD COMB 418 0.90 X (DS + DE) + 1.6 X WX
1 0.9 2 0.9 6 1.6
LOAD COMB 419 0.90 X (DS + DE) - 1.6 X WX
1 0.9 2 0.9 6 -1.6
LOAD COMB 420 0.90 X (DS + DE) + 1.6 X WZ
1 0.9 2 0.9 7 1.6
LOAD COMB 421 0.90 X (DS + DE) - 1.6 X WZ
1 0.9 2 0.9 7 -1.6
*(CUPR-6) 0.9 x (Ds + Do) + 1.2 x Af +- 1.0 x Eo
******************************100% "X"****************************
LOAD COMB 422 0.9 X (DS + DO) + 1.2 X AF + 1.0 X EOX + 0.3 EOZ + 0.21 EOY
1 0.9 3 0.9 10 1.0 11 0.3 12 0.21
LOAD COMB 423 0.9 X (DS + DO) + 1.2 X AF + 1.0 X EOX + 0.3 EOZ - 0.21 EOY
1 0.9 3 0.9 10 1.0 11 0.3 12 -0.21
LOAD COMB 424 0.9 X (DS + DO) + 1.2 X AF + 1.0 X EOX - 0.3 EOZ + 0.21 EOY
1 0.9 3 0.9 10 1.0 11 -0.3 12 0.21
LOAD COMB 425 0.9 X (DS + DO) + 1.2 X AF + 1.0 X EOX - 0.3 EOZ - 0.21 EOY
1 0.9 3 0.9 10 1.0 11 -0.3 12 -0.21
LOAD COMB 426 0.9 X (DS + DO) + 1.2 X AF - 1.0 X EOX + 0.3 EOZ + 0.21 EOY
1 0.9 3 0.9 10 -1.0 11 0.3 12 0.21
LOAD COMB 427 0.9 X (DS + DO) + 1.2 X AF - 1.0 X EOX + 0.3 EOZ - 0.21 EOY
1 0.9 3 0.9 10 -1.0 11 0.3 12 -0.21
LOAD COMB 428 0.9 X (DS + DO) + 1.2 X AF - 1.0 X EOX - 0.3 EOZ + 0.21 EOY
1 0.9 3 0.9 10 -1.0 11 -0.3 12 0.21
LOAD COMB 429 0.9 X (DS + DO) + 1.2 X AF - 1.0 X EOX - 0.3 EOZ - 0.21 EOY
1 0.9 3 0.9 10 -1.0 11 -0.3 12 -0.21
******************************100% "Z"****************************
LOAD COMB 430 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX + 1.0 EOZ + 0.21 EOY
1 0.9 3 0.9 10 0.3 11 1.0 12 0.21
LOAD COMB 431 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX + 1.0 EOZ - 0.21 EOY
1 0.9 3 0.9 10 0.3 11 1.0 12 -0.21
LOAD COMB 432 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX - 1.0 EOZ + 0.21 EOY
1 0.9 3 0.9 10 0.3 11 -1.0 12 0.21
LOAD COMB 433 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX - 1.0 EOZ - 0.21 EOY
1 0.9 3 0.9 10 0.3 11 -1.0 12 -0.21
LOAD COMB 434 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX + 1.0 EOZ + 0.21 EOY
1 0.9 3 0.9 10 -0.3 11 1.0 12 0.21
LOAD COMB 435 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX + 1.0 EOZ - 0.21 EOY
1 0.9 3 0.9 10 -0.3 11 1.0 12 -0.21
LOAD COMB 436 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX - 1.0 EOZ + 0.21 EOY
1 0.9 3 0.9 10 -0.3 11 -1.0 12 0.21
LOAD COMB 437 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX - 1.0 EOZ - 0.21 EOY
1 0.9 3 0.9 10 -0.3 11 -1.0 12 -0.21
******************************70 % "Y"****************************
LOAD COMB 438 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX + 0.3 EOZ + 0.7 EOY
1 0.9 3 0.9 10 0.3 11 1.0 12 0.7
LOAD COMB 439 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX + 0.3 EOZ - 0.7 EOY
1 0.9 3 0.9 10 0.3 11 1.0 12 -0.7
LOAD COMB 440 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX - 0.3 EOZ + 0.7 EOY
1 0.9 3 0.9 10 0.3 11 -1.0 12 0.7
LOAD COMB 441 0.9 X (DS + DO) + 1.2 X AF + 0.3 X EOX - 0.3 EOZ - 0.7 EOY
1 0.9 3 0.9 10 0.3 11 -1.0 12 -0.7
LOAD COMB 442 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX + 0.3 EOZ + 0.7 EOY
1 0.9 3 0.9 10 -0.3 11 1.0 12 0.7
LOAD COMB 443 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX + 0.3 EOZ - 0.7 EOY
1 0.9 3 0.9 10 -0.3 11 1.0 12 -0.7
LOAD COMB 444 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX - 0.3 EOZ + 0.7 EOY
1 0.9 3 0.9 10 -0.3 11 -1.0 12 0.7
LOAD COMB 445 0.9 X (DS + DO) + 1.2 X AF - 0.3 X EOX - 0.3 EOZ - 0.7 EOY
1 0.9 3 0.9 10 -0.3 11 -1.0 12 -0.7
*(CUPR-7) 0.9 x (Ds + De) +- 1.0 x Ee
******************************100% "X"****************************
LOAD COMB 446 0.90 X (DS + DE) + 1.0 X EEX + 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 13 1.0 14 0.3 15 0.21
LOAD COMB 447 0.90 X (DS + DE) + 1.0 X EEX + 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 13 1.0 14 0.3 15 -0.21
LOAD COMB 448 0.90 X (DS + DE) + 1.0 X EEX - 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 13 1.0 14 -0.3 15 0.21
LOAD COMB 449 0.90 X (DS + DE) + 1.0 X EEX - 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 13 1.0 14 -0.3 15 -0.21
LOAD COMB 450 0.90 X (DS + DE) - 1.0 X EEX + 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 13 -1.0 14 0.3 15 0.21
LOAD COMB 451 0.90 X (DS + DE) - 1.0 X EEX + 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 13 -1.0 14 0.3 15 -0.21
LOAD COMB 452 0.90 X (DS + DE) - 1.0 X EEX - 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 13 -1.0 14 -0.3 15 0.21
LOAD COMB 453 0.90 X (DS + DE) - 1.0 X EEX - 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 13 -1.0 14 -0.3 15 -0.21
******************************100% "Z"****************************
LOAD COMB 454 0.90 X (DS + DE) + 0.3 X EEX + 1.0 EEZ + 0.21 EEY
1 0.9 2 0.9 13 0.3 14 1.0 15 0.21
LOAD COMB 455 0.90 X (DS + DE) + 0.3 X EEX + 1.0 EEZ - 0.21 EEY
1 0.9 2 0.9 13 0.3 14 1.0 15 -0.21
LOAD COMB 456 0.90 X (DS + DE) + 0.3 X EEX - 1.0 EEZ + 0.21 EEY
1 0.9 2 0.9 13 0.3 14 -1.0 15 0.21
LOAD COMB 457 0.90 X (DS + DE) + 0.3 X EEX - 1.0 EEZ - 0.21 EEY
1 0.9 2 0.9 13 0.3 14 1.0 15 -0.21
LOAD COMB 458 0.90 X (DS + DE) - 0.3 X EEX + 1.0 EEZ + 0.21 EEY
1 0.9 2 0.9 13 -0.3 14 1.0 15 0.21
LOAD COMB 459 0.90 X (DS + DE) - 0.3 X EEX + 1.0 EEZ - 0.21 EEY
1 0.9 2 0.9 13 -0.3 14 1.0 15 -0.21
LOAD COMB 460 0.90 X (DS + DE) - 0.3 X EEX - 1.0 EEZ + 0.21 EEY
1 0.9 2 0.9 13 -0.3 14 -1.0 15 0.21
LOAD COMB 461 0.90 X (DS + DE) - 0.3 X EEX - 1.0 EEZ - 0.21 EEY
1 0.9 2 0.9 13 -0.3 14 -1.0 15 -0.21
******************************70 % "Y"****************************
LOAD COMB 462 0.90 X (DS + DE) + 0.3 X EEX + 0.3 EEZ + 0.7 EEY
1 0.9 2 0.9 13 0.3 14 0.3 15 0.7
LOAD COMB 463 0.90 X (DS + DE) + 0.3 X EEX + 0.3 EEZ - 0.7 EEY
1 0.9 2 0.9 13 0.3 14 0.3 15 -0.7
LOAD COMB 464 0.90 X (DS + DE) + 0.3 X EEX - 0.3 EEZ + 0.7 EEY
1 0.9 2 0.9 13 0.3 14 -0.3 15 0.7
LOAD COMB 465 0.90 X (DS + DE) + 0.3 X EEX - 0.3 EEZ - 0.7 EEY
1 0.9 2 0.9 13 0.3 14 -0.3 15 -0.7
LOAD COMB 466 0.90 X (DS + DE) - 0.3 X EEX + 0.3 EEZ + 0.7 EEY
1 0.9 2 0.9 13 -0.3 14 0.3 15 0.7
LOAD COMB 467 0.90 X (DS + DE) - 0.3 X EEX + 0.3 EEZ - 0.7 EEY
1 0.9 2 0.9 13 -0.3 14 0.3 15 -0.7
LOAD COMB 468 0.90 X (DS + DE) - 0.3 X EEX - 0.3 EEZ + 0.7 EEY
1 0.9 2 0.9 13 -0.3 14 -0.3 15 0.7
LOAD COMB 469 0.90 X (DS + DE) - 0.3 X EEX - 0.3 EEZ - 0.7 EEY
1 0.9 2 0.9 13 -0.3 14 -0.3 15 -0.7
*(CUPR-7) 1.4 x (Ds + Dt)
LOAD COMB 470 1.4 X (DS + DT)
1 1.4 4 1.4
**************************************************************
******************* SERVICE COMBINATIONS *********************
**************************************************************
*(CSPR-1) Ds + Do + Ff + T + Af + L
LOAD COMB 1000 DS + DO + FF + T + AF + L
1 1.0 3 1.0 9 1.0 8 1.0 5 1.0
*(CSPR-2) Ds + Do + Af +- 1.0 x W
LOAD COMB 1001 DS + DO + AF + 1.0 X WX
1 1.0 3 1.0 6 1.0
LOAD COMB 1002 DS + DO + AF - 1.0 X WX
1 1.0 3 1.0 6 -1.0
LOAD COMB 1003 DS + DO + AF + 1.0 X WZ
1 1.0 3 1.0 7 1.0
LOAD COMB 1004 DS + DO + AF - 1.0 X WZ
1 1.0 3 1.0 7 -1.0
*(CSPR-3) Ds + Do + Af +- 0.7 x Eo
******************************70% "X"****************************
LOAD COMB 1005 DS + DO + AF + 0.7 X EOX + 0.3 EOZ + 0.21 EOY
1 1.0 3 1.0 10 0.7 11 0.3 12 0.21
LOAD COMB 1006 DS + DO + AF + 0.7 X EOX + 0.3 EOZ - 0.21 EOY
1 1.0 3 1.0 10 0.7 11 0.3 12 -0.21
LOAD COMB 1007 DS + DO + AF + 0.7 X EOX - 0.3 EOZ + 0.21 EOY
1 1.0 3 1.0 10 0.7 11 -0.3 12 0.21
LOAD COMB 1008 DS + DO + AF + 0.7 X EOX - 0.3 EOZ - 0.21 EOY
1 1.0 3 1.0 10 0.7 11 -0.3 12 -0.21
LOAD COMB 1009 DS + DO + AF - 0.7 X EOX + 0.3 EOZ + 0.21 EOY
1 1.0 3 1.0 10 -0.7 11 0.3 12 0.21
LOAD COMB 1010 DS + DO + AF - 0.7 X EOX + 0.3 EOZ - 0.21 EOY
1 1.0 3 1.0 10 -0.7 11 0.3 12 -0.21
LOAD COMB 1011 DS + DO + AF - 0.7 X EOX - 0.3 EOZ + 0.21 EOY
1 1.0 3 1.0 10 -0.7 11 -0.3 12 0.21
LOAD COMB 1012 DS + DO + AF - 0.7 X EOX - 0.3 EOZ - 0.21 EOY
1 1.0 3 1.0 10 -0.7 11 -0.3 12 -0.21
******************************70 % "Z"****************************
LOAD COMB 1013 DS + DO + AF + 0.3 X EOX + 0.7 EOZ + 0.21 EOY
1 1.0 3 1.0 10 0.3 11 0.7 12 0.21
LOAD COMB 1014 DS + DO + AF + 0.3 X EOX + 0.7 EOZ - 0.21 EOY
1 1.0 3 1.0 10 0.3 11 0.7 12 -0.21
LOAD COMB 1015 DS + DO + AF + 0.3 X EOX - 0.7 EOZ + 0.21 EOY
1 1.0 3 1.0 10 0.3 11 -0.7 12 0.21
LOAD COMB 1016 DS + DO + AF + 0.3 X EOX - 0.7 EOZ - 0.21 EOY
1 1.0 3 1.0 10 0.3 11 -0.7 12 -0.21
LOAD COMB 1017 DS + DO + AF - 0.3 X EOX + 0.7 EOZ + 0.21 EOY
1 1.0 3 1.0 10 -0.3 11 0.7 12 0.21
LOAD COMB 1018 DS + DO + AF - 0.3 X EOX + 0.7 EOZ - 0.21 EOY
1 1.0 3 1.0 10 -0.3 11 0.7 12 -0.21
LOAD COMB 1019 DS + DO + AF - 0.3 X EOX - 0.7 EOZ + 0.21 EOY
1 1.0 3 1.0 10 -0.3 11 -0.7 12 0.21
LOAD COMB 1020 DS + DO + AF - 0.3 X EOX - 0.7 EOZ - 0.21 EOY
1 1.0 3 1.0 10 -0.3 11 -0.7 12 -0.21
******************************70% "Y"****************************
LOAD COMB 1021 DS + DO + AF + 0.3 X EOX + 0.3 EOZ + 0.49 EOY
1 1.0 3 1.0 10 0.3 11 0.3 12 0.49
LOAD COMB 1022 DS + DO + AF + 0.3 X EOX + 0.3 EOZ - 0.49 EOY
1 1.0 3 1.0 10 0.3 11 0.3 12 -0.49
LOAD COMB 1023 DS + DO + AF + 0.3 X EOX - 0.3 EOZ + 0.49 EOY
1 1.0 3 1.0 10 0.3 11 -0.3 12 0.49
LOAD COMB 1024 DS + DO + AF + 0.3 X EOX - 0.3 EOZ - 0.49 EOY
1 1.0 3 1.0 10 0.3 11 -0.3 12 -0.49
LOAD COMB 1025 DS + DO + AF - 0.3 X EOX + 0.3 EOZ + 0.49 EOY
1 1.0 3 1.0 10 -0.3 11 0.3 12 0.49
LOAD COMB 1026 DS + DO + AF - 0.3 X EOX + 0.3 EOZ - 0.49 EOY
1 1.0 3 1.0 10 -0.3 11 0.3 12 -0.49
LOAD COMB 1027 DS + DO + AF - 0.3 X EOX - 0.3 EOZ + 0.49 EOY
1 1.0 3 1.0 10 -0.3 11 -0.3 12 0.49
LOAD COMB 1028 DS + DO + AF - 0.3 X EOX - 0.3 EOZ - 0.49 EOY
1 1.0 3 1.0 10 -0.3 11 -0.3 12 -0.49
*(CSPR-4) Ds + De +- 1.0 x W
LOAD COMB 1029 DS + DE + 1.0 X WX
1 1.0 2 1.0 6 1.0
LOAD COMB 1030 DS + DE - 1.0 X WX
1 1.0 2 1.0 6 -1.0
LOAD COMB 1031 DS + DE + 1.0 X WZ
1 1.0 2 1.0 7 1.0
LOAD COMB 1032 DS + DE - 1.0 X WZ
1 1.0 2 1.0 7 -1.0
*(CSPR-5) 0.9 x (Ds) + 0.6 x (Do) + Af +- 0.7 x Eo*
******************************70% "X"****************************
LOAD COMB 1033 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX + 0.3 EOZ + 0.21 EOY
1 0.9 3 0.6 10 0.7 11 0.3 12 0.21
LOAD COMB 1034 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX + 0.3 EOZ - 0.21 EOY
1 0.9 3 0.6 10 0.7 11 0.3 12 -0.21
LOAD COMB 1035 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX - 0.3 EOZ + 0.21 EOY
1 0.9 3 0.6 10 0.7 11 -0.3 12 0.21
LOAD COMB 1036 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX - 0.3 EOZ - 0.21 EOY
1 0.9 3 0.6 10 0.7 11 -0.3 12 -0.21
LOAD COMB 1037 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX + 0.3 EOZ + 0.21 EOY
1 0.9 3 0.6 10 -0.7 11 0.3 12 0.21
LOAD COMB 1038 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX + 0.3 EOZ - 0.21 EOY
1 0.9 3 0.6 10 -0.7 11 0.3 12 -0.21
LOAD COMB 1039 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX - 0.3 EOZ + 0.21 EOY
1 0.9 3 0.6 10 -0.7 11 -0.3 12 0.21
LOAD COMB 1040 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX - 0.3 EOZ - 0.21 EOY
1 0.9 3 0.6 10 -0.7 11 -0.3 12 -0.21
******************************70 % "Z"****************************
LOAD COMB 1041 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX + 0.7 EOZ + 0.21 EOY
1 0.9 3 0.6 10 0.3 11 0.7 12 0.21
LOAD COMB 1042 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX + 0.7 EOZ - 0.21 EOY
1 0.9 3 0.6 10 0.3 11 0.7 12 -0.21
LOAD COMB 1043 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX - 0.7 EOZ + 0.21 EOY
1 0.9 3 0.6 10 0.3 11 -0.7 12 0.21
LOAD COMB 1044 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX - 0.7 EOZ - 0.21 EOY
1 0.9 3 0.6 10 0.3 11 -0.7 12 -0.21
LOAD COMB 1045 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX + 0.7 EOZ + 0.21 EOY
1 0.9 3 0.6 10 -0.3 11 0.7 12 0.21
LOAD COMB 1046 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX + 0.7 EOZ - 0.21 EOY
1 0.9 3 0.6 10 -0.3 11 0.7 12 -0.21
LOAD COMB 1047 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX - 0.7 EOZ + 0.21 EOY
1 0.9 3 0.6 10 -0.3 11 -0.7 12 0.21
LOAD COMB 1048 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX - 0.7 EOZ - 0.21 EOY
1 0.9 3 0.6 10 -0.3 11 -0.7 12 -0.21
******************************70 % "Y"****************************
LOAD COMB 1049 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX + 0.3 EOZ + 0.49 EOY
1 0.9 3 0.6 10 0.3 11 0.3 12 0.49
LOAD COMB 1050 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX + 0.3 EOZ - 0.49 EOY
1 0.9 3 0.6 10 0.3 11 0.3 12 -0.49
LOAD COMB 1051 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX - 0.3 EOZ + 0.49 EOY
1 0.9 3 0.6 10 0.3 11 -0.3 12 0.49
LOAD COMB 1052 0.9 X (DS) + 0.6 X (DO) + AF + 0.3 X EOX - 0.3 EOZ - 0.49 EOY
1 0.9 3 0.6 10 0.3 11 -0.3 12 -0.49
LOAD COMB 1053 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX + 0.3 EOZ + 0.49 EOY
1 0.9 3 0.6 10 -0.3 11 0.3 12 0.49
LOAD COMB 1054 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX + 0.3 EOZ - 0.49 EOY
1 0.9 3 0.6 10 -0.3 11 0.3 12 -0.49
LOAD COMB 1055 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX - 0.3 EOZ + 0.49 EOY
1 0.9 3 0.6 10 -0.3 11 -0.3 12 0.49
LOAD COMB 1056 0.9 X (DS) + 0.6 X (DO) + AF - 0.3 X EOX - 0.3 EOZ - 0.49 EOY
1 0.9 3 0.6 10 -0.3 11 -0.3 12 -0.49
*(CSPR-6) 0.9 x (Ds + De) +- 0.7 x Ee
******************************70 % "X"****************************
LOAD COMB 1057 0.9 X (DS + DE) + 0.7 X EEX + 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 10 0.7 11 0.3 12 0.21
LOAD COMB 1058 0.9 X (DS + DE) + 0.7 X EEX + 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 10 0.7 11 0.3 12 -0.21
LOAD COMB 1059 0.9 X (DS + DE) + 0.7 X EEX - 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 10 0.7 11 -0.3 12 0.21
LOAD COMB 1060 0.9 X (DS + DE) + 0.7 X EEX - 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 10 0.7 11 -0.3 12 -0.21
LOAD COMB 1061 0.9 X (DS + DE) - 0.7 X EEX + 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 10 -0.7 11 0.3 12 0.21
LOAD COMB 1062 0.9 X (DS + DE) - 0.7 X EEX + 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 10 -0.7 11 0.3 12 -0.21
LOAD COMB 1063 0.9 X (DS + DE) - 0.7 X EEX - 0.3 EEZ + 0.21 EEY
1 0.9 2 0.9 10 -0.7 11 -0.3 12 0.21
LOAD COMB 1064 0.9 X (DS + DE) - 0.7 X EEX - 0.3 EEZ - 0.21 EEY
1 0.9 2 0.9 10 -0.7 11 -0.3 12 -0.21
******************************70 % "Z"****************************
LOAD COMB 1065 0.9 X (DS + DE) + 0.3 X EEX + 0.7 EEZ + 0.21 EEY
1 0.9 2 0.9 10 0.3 11 0.7 12 0.21
LOAD COMB 1066 0.9 X (DS + DE) + 0.3 X EEX + 0.7 EEZ - 0.21 EEY
1 0.9 2 0.9 10 0.3 11 0.7 12 -0.21
LOAD COMB 1067 0.9 X (DS + DE) + 0.3 X EEX - 0.7 EEZ - 0.21 EEY
1 0.9 2 0.9 10 0.3 11 -0.7 12 0.21
LOAD COMB 1068 0.9 X (DS + DE) + 0.3 X EEX - 0.7 EEZ - 0.21 EEY
1 0.9 2 0.9 10 0.3 11 -0.7 12 -0.21
LOAD COMB 1069 0.9 X (DS + DE) - 0.3 X EEX + 0.7 EEZ + 0.21 EEY
1 0.9 2 0.9 10 -0.3 11 0.7 12 0.21
LOAD COMB 1070 0.9 X (DS + DE) - 0.3 X EEX + 0.7 EEZ - 0.21 EEY
1 0.9 2 0.9 10 -0.3 11 0.7 12 -0.21
LOAD COMB 1071 0.9 X (DS + DE) - 0.3 X EEX - 0.7 EEZ + 0.21 EEY
1 0.9 2 0.9 10 -0.3 11 -0.7 12 0.21
LOAD COMB 1072 0.9 X (DS + DE) - 0.3 X EEX - 0.7 EEZ - 0.21 EEY
1 0.9 2 0.9 10 -0.3 11 -0.7 12 -0.21
******************************70 % "Y"****************************
LOAD COMB 1073 0.9 X (DS + DE) + 0.3 X EEX + 0.3 EEZ + 0.49 EEY
1 0.9 2 0.9 10 0.3 11 0.3 12 0.49
LOAD COMB 1074 0.9 X (DS + DE) + 0.3 X EEX + 0.3 EEZ - 0.49 EEY
1 0.9 2 0.9 10 0.3 11 0.3 12 -0.49
LOAD COMB 1075 0.9 X (DS + DE) + 0.3 X EEX - 0.3 EEZ + 0.49 EEY
1 0.9 2 0.9 10 0.3 11 -0.3 12 0.49
LOAD COMB 1076 0.9 X (DS + DE) + 0.3 X EEX - 0.3 EEZ - 0.49 EEY
1 0.9 2 0.9 10 0.3 11 -0.3 12 -0.49
LOAD COMB 1077 0.9 X (DS + DE) - 0.3 X EEX + 0.3 EEZ + 0.49 EEY
1 0.9 2 0.9 10 -0.3 11 0.3 12 0.49
LOAD COMB 1078 0.9 X (DS + DE) - 0.3 X EEX + 0.3 EEZ - 0.49 EEY
1 0.9 2 0.9 10 -0.3 11 0.3 12 -0.49
LOAD COMB 1079 0.9 X (DS + DE) - 0.3 X EEX - 0.3 EEZ + 0.49 EEY
1 0.9 2 0.9 10 -0.3 11 -0.3 12 0.49
LOAD COMB 1080 0.9 X (DS + DE) - 0.3 X EEX - 0.3 EEZ - 0.49 EEY
1 0.9 2 0.9 10 -0.3 11 -0.3 12 -0.49
************************************
* VERIFICATION DEFLECTION IN BEAMS *
************************************
*(CSD-1): (Ds + Do) + T
LOAD COMB 1081 (DS + DO) + T
1 1.0 3 1.0 8 1.0
*(CSD-2): (Ds + Do) + T + 0.7 x W
LOAD COMB 1082 (DS + DO) + T + 0.7 X WX
1 1.0 3 1.0 8 1.0 6 0.7
LOAD COMB 1083 (DS + DO) + T - 0.7 X WX
1 1.0 3 1.0 8 1.0 6 -0.7
LOAD COMB 1084 (DS + DO) + T + 0.7 X WZ
1 1.0 3 1.0 8 1.0 7 0.7
LOAD COMB 1085 (DS + DO) + T - 0.7 X WZ
1 1.0 3 1.0 8 1.0 7 -0.7
PERFORM ANALYSIS PRINT ALL
**********************************************
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD LRFD
RATIO 1 MEMB 5 7 TO 12 15 TO 24
BEAM 1 MEMB 5 7 TO 12 15 TO 24
UNT 16.63 MEMB 5 9 10 12 15 16 18 19
UNT 0.82 MEMB 43 TO 46
UNB 0.82 MEMB 43 TO 46
LY 0.82 MEMB 43 TO 46
UNB 16.63 MEMB 5 9 10 12 15 16 18 19
STEEL TAKE OFF LIST ALL
CHECK CODE ALL
PERFORM ANALYSIS PRINT ALL
FINISH

Hi,

Do I  have to use the command UNT either UNB for beams that already have lateral support as show in the picture (selected)?

Thanks!

Is there a youtube available that performs an example of the process for applying and design connections using RAM Connection in a RAM Structural Model.  I feel like I am stumbling my way through it.

Hi!

I have a problem in my STAAD FOUNDATION ADVANCE SS3.

My administrator updated my of STAAD Pro V8i(SS6) today(Nov. 02, 2016) and it is working fine using STAAD PRO ONLY. But when i used to design my work to STAAD FOUNDATION using MAT FOUNDATION JOB here i get  this screenshot please see attached screenshot below. Any Mat Foundation Job doesn't continue to work it just stop i used my previous work using the MAT FOUNDATION job but it stop just the screenshot i attached.

However, My colleague ask him to run my work because his machine is not yet updated to STAAD PRO SS6 and it works fine.

I apologize for re-posting again because I ask our admin IT to uninstall the STAAD PRO SS6 that if may fixed my issue but after uninstalling the STAAD PRO SS6 the problem is still there. Currently my STAAD version are the following.

If I have version issue with I am using kindly let me know the versions should I use or provide link (preferably link) so I can convey your message to our IT Admin and update our STAAD here. Thanks.

HI dears,

Why Tension Only member can on;y  be run under one UBC case, There are alwas two seismic cases, one for X-direction and one for Z-Direction.

When I start Staad pro it shows an error message given below

Hi,

Can temperature load be applied on SURFACE elements?

Thanks,

Dennis

Hello, 

For a flyover project, could you please let us know whether STAAD.Pro/beava can do the following.

1. Analysis truck loads
2. Post-tension.
3. Pre-Tension.

thanks in advance. 

PLEASE HELP I HAVE SHARED A SAMPLE FILE HERE PLEASE HELP AND TELL HOW DO I RESOLVE(Please visit the site to view this file)

Dear Sir,

Pls. find attached herewith STAAD file, where steel column member property assigned using user table. 

If I analyze this structure and design column (member no. 42) as IS 800 : 2007 LSD approach in SS6 20.07.11.33 version, I am getting utilization ratio as 0.247. While running the same STAAD file in STAAD latest version SS6 20.07.11.82, member utilization ratio becomes 999.999.

Can you pls. check and let me know is there any update in design parameter or what is the reason for having such different results?

Thanks,

Brijesh(Please visit the site to view this file)

Dear sir, 

      Currently we can see area of reinforcement either by double clicking on that particular beam or in staad output file. But I want to know that "After successful beam design, Can we see beam reinforcement area that display on beam (at start, mid and end location) as Beam number display on  beam. 

Please reply.

Good day !

I am trying to develop a license monitor for SS6 version of STAAD Pro to prevent overuse. I managed to create one from SS4 version by pre-selecting design codes in the start-up menu using the registry editor, but in SS6 the design codes selection are gone now. My question, is there a programmatic way to select or assign the default license code for the SS6 version? I read some topics about this stating that there is no need to select design codes anymore in SS6 version, but I need to find a solution to create a real-time license monitor for our firm. Any ideas and suggestion will be highly appreciated.

Thanks everyone!

Hello,

Are there any product data sheets or Tutorials for STAAD.Beava?

Please help.

Thanks in advance

Dear sir,

I analyse beam detail after design, & found some doubt:

1. The side face reinforcement is not shown in output file while torsion moment is significant in that particular beam.

2. In Secondary beam, we apply moment release at junction of main beam. How much factor should release.

3. shear of beam should check at "d"distance from face of column but in output file, it shows "2d"instead of "d".

Please reply to particular above.

Thank you!