Tell me how can I get rif of this error please.
DEFINE UBC ACCIDENTAL LOADZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6SELFWEIGHT 1.1 UNIT METER KNDEFINE WIND LOADTYPE 1 WIND_PEDESTRIANBRIDGE<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!ASCE-7-2010:PARAMS 167.770 MPH 4 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 0 9.101 -M 22.190 M 0.500 FT 0.300 2.000 0.020 0 0 0 0 0.575 1.000 1.000 0.850 0 1 0 -0 0.850 1.600 0.000!> END GENERATED DATA BLOCKINT 2.292 2.292 HEIG 0 4.572LOAD 1 LOADTYPE Seismic-H TITLE EQ AT XUBC LOAD X 1PDELTA ANALYSISCHANGELOAD 2 LOADTYPE Seismic-H TITLE EQ AT ZUBC LOAD Z 1PDELTA ANALYSISCHANGELOAD 3 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1.1 LOAD 4 LOADTYPE Live REDUCIBLE TITLE PDLELEMENT LOAD3294 TO 4821 4824 4825 4827 4828 4830 4831 4833 TO 4835 4837 4839 TO 4847 -4849 4851 TO 4859 4861 4863 TO 4871 4873 4874 4876 4877 4879 4880 4882 4883 -4885 TO 4887 8574 TO 9378 9382 TO 9393 9397 TO 10151 10522 TO 10592 -10593 PR GY -4.8LOAD 5 LOADTYPE Wind TITLE WL AT +XWIND LOAD X 1 TYPE 1 OPENLOAD 6 LOADTYPE Wind TITLE WL AT -XWIND LOAD X -1 TYPE 1 OPENLOAD 7 LOADTYPE Wind TITLE WL AT +ZWIND LOAD Z 1 TYPE 1 OPENLOAD 8 LOADTYPE Wind TITLE WL AT -ZWIND LOAD Z -1 TYPE 1 OPEN
LOAD 9 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 1REPEAT LOAD3 1.4 LOAD 10 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 2REPEAT LOAD3 1.2 4 1.6 LOAD 11 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 3REPEAT LOAD3 1.2 4 1.0 LOAD 12 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 4REPEAT LOAD3 1.2 5 0.5 LOAD 13 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 5REPEAT LOAD3 1.2 6 0.5 LOAD 14 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 6REPEAT LOAD3 1.2 7 0.5 LOAD 15 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 7REPEAT LOAD3 1.2 8 0.5 LOAD 16 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 8REPEAT LOAD3 1.2 4 1.0 5 1.0 LOAD 17 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 9REPEAT LOAD3 1.2 4 1.0 6 1.0 LOAD 18 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 10REPEAT LOAD3 1.2 4 1.0 7 1.0 LOAD 19 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 11REPEAT LOAD3 1.2 4 1.0 8 1.0 LOAD 20 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 12REPEAT LOAD3 0.9 5 1.0 LOAD 21 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 13REPEAT LOAD3 0.9 6 1.0 LOAD 22 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 14REPEAT LOAD3 0.9 7 1.0 LOAD 23 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 15REPEAT LOAD3 0.9 8 1.0 LOAD 24 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 16REPEAT LOAD3 1.2 4 1.0 1 1.0 LOAD 25 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 17REPEAT LOAD3 1.2 4 1.0 2 1.0 LOAD 26 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 18REPEAT LOAD3 1.2 4 1.0 1 -1.0 LOAD 27 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 19REPEAT LOAD3 1.2 4 1.0 2 -1.0 LOAD 28 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 20REPEAT LOAD3 0.9 1 1.0 LOAD 29 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 21REPEAT LOAD3 0.9 2 1.0 LOAD 30 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 22REPEAT LOAD3 0.9 1 -1.0 LOAD 31 GENERATED ASCE7-16 STRENGTHDESIGNL0>100PSF 23REPEAT LOAD3 0.9 2 -1.0 LOAD 32 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 1REPEAT LOAD3 1.0 LOAD 33 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 2REPEAT LOAD3 1.0 4 1.0 LOAD 34 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 3REPEAT LOAD3 1.0 4 0.75 LOAD 35 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 4REPEAT LOAD3 1.0 5 0.6 LOAD 36 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 5REPEAT LOAD3 1.0 6 0.6 LOAD 37 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 6REPEAT LOAD3 1.0 7 0.6 LOAD 38 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 7REPEAT LOAD3 1.0 8 0.6 LOAD 39 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 8REPEAT LOAD3 1.0 4 0.75 5 0.75 LOAD 40 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 9REPEAT LOAD3 1.0 4 0.75 6 0.75 LOAD 41 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 10REPEAT LOAD3 1.0 4 0.75 7 0.75 LOAD 42 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 11REPEAT LOAD3 1.0 4 0.75 8 0.75 LOAD 43 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 12REPEAT LOAD3 0.6 5 0.6 LOAD 44 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 13REPEAT LOAD3 0.6 6 0.6 LOAD 45 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 14REPEAT LOAD3 0.6 7 0.6 LOAD 46 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 15REPEAT LOAD3 0.6 8 0.6 LOAD 47 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 16REPEAT LOAD3 1.0 1 0.7 LOAD 48 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 17REPEAT LOAD3 1.0 2 0.7 LOAD 49 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 18REPEAT LOAD3 1.0 1 -0.7 LOAD 50 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 19REPEAT LOAD3 1.0 2 -0.7 LOAD 51 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 20REPEAT LOAD3 1.0 4 0.75 1 0.525 LOAD 52 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 21REPEAT LOAD3 1.0 4 0.75 2 0.525 LOAD 53 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 22REPEAT LOAD3 1.0 4 0.75 1 -0.525 LOAD 54 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 23REPEAT LOAD3 1.0 4 0.75 2 -0.525 LOAD 55 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 24REPEAT LOAD3 0.6 1 0.7 LOAD 56 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 25REPEAT LOAD3 0.6 2 0.7 LOAD 57 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 26REPEAT LOAD3 0.6 1 -0.7 LOAD 58 GENERATED ASCE7-16 ALLOWABLESTRESSDESIGN 27REPEAT LOAD3 0.6 2 -0.7 DEFINE ENVELOPE9 TO 31 ENVELOPE 1 TYPE STRENGTH32 TO 58 ENVELOPE 2 TYPE SERVICEABILITYEND DEFINE ENVELOPEPARAMETER 1CODE AISC UNIFIED 2016METHOD LRFDCHECK CODE MEMB 1 TO 23 33 36 65 66 167 168 7688 10225 10232 10237 10400 -10404 10418 10423 10432 10437 10440 10443PARAMETER 2CODE AISC UNIFIED 2016DFF 360 MEMB 1 TO 23 33 36 65 66 167 168 7688 10225 10232 10237 10400 10404 -10418 10423 10432 10437 10440 10443DJ1 1 MEMB 1 3 5 7 TO 14 33 65 7688 10225 10237 10418 10423 10437 10440DJ1 3 MEMB 2 4 6 15 TO 22 36 66 167 168 10232 10400 10404 10432 10443DJ2 2 MEMB 1 3 5 7 TO 14 33 65 7688 10225 10237 10418 10423 10437 10440DJ2 4 MEMB 2 4 6 15 TO 22 36 66 167 168 10232 10400 10404 10432 10443CHECK CODE MEMB 1 TO 23 33 36 65 66 167 168 7688 10225 10232 10237 10400 -10404 10418 10423 10432 10437 10440 10443LOAD LIST ENV 1 2FINISH
There is no analysis command after the repeat load cases in your model and Define envelop is assigned. Please put a analysis command like perform analysis or equivalent to get the file run.
If you still face the issue please share the STAAD file for further investigation.
Answer Verified By: Angelo Peredo
Got it! There is no error anymore. Thank you!