• Regarding Staad foundation adv

    MIHONA BRIDGE 46.5M DECK SLAB,BEAM, COLUMN WITH WING WALL AND ABUTMENT_foundation.sfa Hello Everyone, can anybody tell me how staad foundation calculate the governing overturning moment becoz by manual calculation i m not getting the same result which…
  • Eq analysis.

    Hello Everyone, Can anyone explain me when we do EQ analysis including 1893 part 4 than why Ah value multiplied by 2.
  • Staad pro CE

    When i m going to applied hydrostatic pressure on plate element than it will not applied througly. As shown in Attached screenshot. Again you can see. in the above screenshot hydraulic pressure applied than what haapen you can see than how can i work…
  • Regarding Staad Foundation Advance

    Hello, Kindly provide me solution for design of isolated footing with all check (including sliding and overturning). Whenever i m going to design the warning appear shown below. 15:29:46 [INFO] END OF DESIGN FOR NODE NUMBER 25 15:30:48 [INFO]…
  • Regarding Staad Foundation Advance.

    Hello Everyone, Actually whenever i want to run staad foundation or planwin , warning appear on the screen and programme will automatically terminated. Attached Screenshot here.
  • Regarded Staad pro connect edition

    Hello Everyone. Can anyone provide the solution don't know what happend with connect version 20.00.00.28 update 3. When i analysis the model in series 6 model is work fine but when i m going to import it connect edition it will breakdown the entire…
  • STAAD PRO

    Hello Everyone, I m going to analyse bridge model but it will shows error during analysis that no load cases added but i already define all the load cases. Model is attached kindly reslove the issue ASAP. bridge 26 m.STD
  • Three Vertices are collinear error

    When i m going to assign elastic mat support than its show error i.e. Three vertices are collinear kindly resolve my issue. Model is attached. RECIRCULATION TANK ALAMPUR FINAL.STD
  • STAAD PRO CONNECT EDITION UPDATE 2

    Can anyone resolve my issue. issue is i m define y range in floor load but it will automatically take x and z ranges. you can see in attached screenshot.
  • STAAD PRO CONNECT EDITION UPDATE 2

    Hello Everyone, My issue is when i m assigning a property in plate element like some plate having property 200 mm thick and some having 300 mm thick. Now what happen with the model i m assigning propert only once but when we close the model and start…
  • STAADPRO CONNECT EDITION UPDATE 2

    Whenever i want to apply floor load or any other load like wind load etc in which we need to define x ,y & z ranges. if i am defining y range than it will automatically take x and z range. why its happen i don't know. kindly resolve the issue.
  • FEM

    MY QUESTION IS WHEN WE ARE GOING TO DESIGN WATER TANK OR ANY STRUCTURE IN WHICH WE ARE USING PLATE ELEMENT THAN WHENEVER WE GOING TO INCREASE PLATE THICKNESS THAN MOMEMT ALSO EXCEEDED THAN HOW CAN BE GO FOR THE DESIGN OF TANK WALL BECAUSE IF YOU ARE GOING…
  • ELEVATED WATER TANK

    Hello Sir, When i am going to apply wind load on water tank than what happend it is apply on half portion of tank as you can see in the attched screenshot below. so my question is how can be apply wind on cylindrical as well as conical portio n of…
  • Regarding Staad Pro

    Whenever i want to assign properties in my model followin warning shows (Refer attached screenshot) and when i click on not now option the programme close suddenly. please provide me solution of this problem. Clorination Room.STD