• Beam to column web end plate moment connection with both beam and column W shapes.

    Why beam to column web end plate moment connection for W shape column is not available in RAM connections ? Only we have column as rectangular hollow section (snap below). Can we expect this w shape column web connection in future updates?

  • Creating Composite Deck & its Properties

    Hello, 1. Anyone knows how to apply the same composite deck properties to all deck without doing it one by one? I'm using STAAD.Pro 2006? 2. In STAAD.Pro, do I need to create 1 composite deck between each secondary beam or just one deck between the…

  • ERROR IN DESIGN OF BEAM RCDC

    Iam getting error when designing beam by using eurocode, the version of RCDC is 11.03.00.141 Iam attaching RCDC file joseph roof beam.zip RCDC before designing joseph roof beam before design.zip

  • Flat Steel Bar

    How to model a Flat steel bar 150 wide x 10 Thk x 1000 Long and be able to design and get unity ratio for the member. Thanks

  • floor diaphragm at one level it showing joint at another level it is not

  • Folded Plate Members

    Can STAAD.Pro be used to design cold-formed tapered tubular members using ASCE 48-11, "Design of Steel Transmission Pole Structures"? Thanks.

  • Gusset Conncetion Modifications

    Hi I would like to my double angles rotated 90 deg and have bolted connection on one side only. Although I have created the model with a rotated double angle in the RAM Connection module it rotates it and put a gusset plate in middle. I don't want that…

  • How to get the max and min forces in each member ?

    How to get the max and min forces in each member ? Not to get the max of a selected group. need to get the maxm forces of each members (beams/column)

  • INTERNAL STIRRUPS IN WIDE BEAM RCDC

    Hello i have designed a hidden beam in RCDC, but the results of stirrups is only that 1stirrup is tying the whole section as shown here now i would like to know is it possible in RCDC to design more stirrups ( internal stirrups ) as shown here …

  • Load case

    Dear Sir/Madam, Greetings... With reference to above subject, i would like to know why in staad pro software we have to define seismic load (static Load) always as first load case then followed by other load cases. Where as RSA seismic load (Dynamic…

  • Mismatch in the reported values of Tension & Compression for vertical members

    Hi, With reference to the attached model, due to the symmetry about both axes, the reported Tension & Compression values in the modelled vertical members is being reported out of order for the orthogonal load cases 9.EQX & 10.EQZ. Request to look at…

  • Moment release spec vs Truss member Spec on a Space frame analysis

    Is there a difference between a full moment release spec vs a Truss member spec when conducting 3D truss analysis? I'm currently doing a truss analysis and I assigned all vertical and diagonal members as Truss spec. Does Truss spec and Full moment release…

  • Moving Load on Slab

    Dear All, I want to check a structure due to Dead Load, Live Load and Moving Load. SInce there are load on slab, so I create a dummy beam to cater this issue (let say for brickwall stands on slab). Then the problem is with Moving Load. As we know…

  • PT Slab Design

    Hello, I am designing a PT slab for a 300' ft building. I need to create a pour gap for the long span. Is it a way to create this gap in concept ? I was thinking to manual cut the slab and create two separate slabs. Thank you in advance.

  • shall we apply Dead load (DL+% of LL)in all directions??or only gravitational direction in dynamic analysis

    For Dynamic Analysis/Response Spectra method When we add load in seismic definition shall we apply Dead load (DL+% of LL)in all directions??or only gravitational direction

  • Staad Group

    Is it possible to define a Group which is composed from other Group definitions? For example: START GROUP DEFINITION MEMBER _+X_PLAT_BR_OUT 10 TO 20 _+X_BODY_BR_OUT 20 TO 30 _COMBINED _+X_PLAT_BR_OUT _+X_BODY_BR_OUT END GROUP DEFINITION

  • Staad Report

    Once a Report has been created with its respective input and output items, is there a way to save the report configuration as a file to be used later to obtain the results of another structure? Thanks

  • STEEL DESIGN REPORT IN STAAD PRO UPDATE 10

    I was trying to print a steel design report but i keep on getting this message as shown on the attached picture (there is no data of this type) Staad model 3872.Structure1.STD

  • Steel sections design

    Hello, I have run the analysis and design the steel sections but although I have assigned S275 as steel material in physical modeler, when I run the report the design is for S235. Any idea why this happens? Thanks

  • Warning - This structure is disjointed - Staad Pro Connect

    Hello, I am seeking help with connecting my base plates to my structure frame. I receive the warning " Warning - This structure is disjointed " and I believe it is because my plate and structure are not connected properly. How do I do so? I have been…
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