• composite deck

    Dear sir, I modeled the same canopy with two method in staad pro. In first method i am considering slab instead of composite deck. In second method i am considering composite deck. But for both cases forces in the members are different and…

  • LATTICE GIRDER DESIGN TO EUROCODE 1991-1-3

    Hi all, I am assessing capacity of the signal gantry across railway tracks. This structures is basically a lattice type girder. I am designing it to Eurocode 1991-1-3. The rsult shows some of the members (top and bottom boom and a piece of column…

  • RE: LATTICE GIRDER DESIGN TO EUROCODE 1991-1-3

    Thank you. I have encounterd a model / analysis level problem now. Kindly suggest me on this one. I have slimmed down the model now. increased few load cases. My query is if you look at axial forces for load case 2 with that of load case 5, you will…

  • URGENT HELP STAAD PRO V8I SSV6 PLEASE

    PLS HELP I JUST DOWNLOADED STAAD PRO V8I SSV6 .....45 AND THE INTERFACE IS VERY ATTRACTIVE BUT THAT'S BY THE WAY. I SERIOUSLY WANT TO USE IT TO DESIGN AN URGENT CONCRETE JOB AND I CANT FIND BS8110 CODE NEITHER CAN I SEE EURO CODE FROM MY CURRENT DEFAULT…

  • Simply supported Pedestrian bridge with two tube arch at both sides

    I am modeling simply supported pedestrian bridge which have 2 architectural arch at both sides. My questions are :- 1-What are the possible ways to draw arch in Staad Pro?? 2- How to make Staad Pro understand that it's not structural element but…
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