Tell me how can I get rif of this error please.
DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…
Hello,
I am performing STADD analysis on V22.08.00.175 for one of Tech structure as per IS 800 code and defined two envelopes with Strength and Serviceability load cases and accordingly defined two different Parameter check with Code check i.e one…