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  • Users: M.IDR
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  1. M.IDR

    Truss Multi-members connection at column support

    Hello Engineers, Have you ever design a connection of multi steel members connected as shown in the figure. Well the problem is not to make the calculations but how to make calculations quickly? What kind of calculation pattern/method would you like to follow to submitt calculation report in...
  2. M.IDR

    Shear Wall Structural detail for Seismic design (special Boundary Element detail)

    There is a confusion about the designing and detailing about shear walls A 21 Storied Building has shear walls and moment resisting frame. Structural system selected as "Dual System", while analyzing the shear wall in a FEM software it requires "Special boundary elements" because the stress...
  3. M.IDR

    Truss Members Continuity Modeling in Structural Design Software

    Hello Engineers, Modeling of Truss members as shown in Figure-01 have bending moments from analysis when the bottom chord is considered Continuous. As the truss members are usually pin joints, but due to continuity, the top and bottom chord are not considered to be pin with adjacent members as...
  4. M.IDR

    MonoSlope_Solar_panel_Steel_Structural_members_Verification

    A monoslope has been constructed to check the structural members adequacy, The structure is model as 2D as shown. My FEM models shows that the members does not satisfy the design criteria. All details are provided any suggestions on this..? SECTION DETAIL Applied Loads All Members are...
  5. M.IDR

    Structural Design of Cable and Steel Posts Holding the Cables

    Hello, Cables are suspended between two steel posts and anchored as shown in the picture. How these Cable needs to be designed and What are the main components provided in the structural design drawings for construction. 3D View. Does any one have slightest idea?
  6. M.IDR

    Construction Joint provided at location of Maximum shear and Moment's demand

    A contractor has provided construction joint at the location in Raft construction where the shear and moment is maximum at that location. So, any one does have any solution how can it be verified, if this construction joint is feasible or it needs rehabilitation? By considering shear friction...

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