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    One of our users, Chiyoda Philippines is looking for the scope of including AIJ code in RAM Connection.

    No description provided
    over 1 year ago in RAM Connection 0 Needs review

    Applying lateral line loads over a beams or columns under Wind load case

    Applying lateral line loads over beams or columns under Wind load case. Can we apply line loads over beams or columns under the Wind load case? Attached snip for ref. Since grid A is the outer face of the building we have a roof canopy beyond grid...
    about 3 years ago in RAM Structural System 1 Future consideration

    Nodal Displacement Font Color

    In RAM Elements, under the "View" menu, there is a "Nodal displacement" option that can be toggled to see how much displacement exists at a particular node (for example, it could display "Ty = 1.00 [in]"). Currently, depending on what font is used...
    over 4 years ago in RAM Elements 0 Future consideration

    Clear column sizes in modeler elevation view.

    When running schematic designs, I want to reset sizes when adding additional lateral frames. Currently, the only way to clear out sizes is to fence plan by plan. It would be much faster to do this by elevation.
    about 3 years ago in RAM Structural System 0 Needs review

    Giving Openings Priority over Beams

    Currently there is no simple way to model a banded slab with complex steps and openings within the band so allowing the openings to have priority over the beams without checking the "Mesh as Slab" option would mean the beams could be simply added ...
    about 3 years ago in RAM Concept 0 Future consideration

    Stiffeners for Skewed Angled Shear Connections

    I believe it would be beneficial to incorporate stiffeners into skewed angled shear connections to enhance their strength and stability. Implementing this adjustment could improve performance and overall structural integrity.
    over 1 year ago in RAM Connection 0 Needs review

    Enhancement Request for Bolted Flange Connection in RAM Connections

    I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software c...
    over 1 year ago in RAM Connection 0 Needs review

    Hacer mas tipos de columnas de concreto armado o reforzado, tipo ele, cee, tee.

    CON SUS DISEÑO DE ACEROS Y ESTRIBOS, SUS DIAGRAMAS DE INTERACCION. A COMO LO HACE PARA COLUMNAS CUADRADAS,RECTANGUALES CIRCULARES O REDONDAS. FAVOR REVISAR LA PARTE DEL DIAGRAMA DE INTERACCION, NO DA LO ESFURZOS EN LA SECCION, DA UN ERROR.
    about 3 years ago in RAM Elements 0 Needs review

    RAM Concrete Beam Module - Copy Reinforcing

    Provide a command to copy beam span reinforcing for beam span to adjacent Beam Line similar to the "Copy beam line to beam line." This is a "time saving" feature. This feature would need to "overlook" beam lentgh differeces.
    about 3 years ago in RAM Structural System 0 Needs review

    RAM Concrete Beam Module - Effective Depth d for different Beam Directions

    It is common to set the primary steel effective depth "d" at one depth for all beams in one direction (ie, North / South). The used a different effective "d2" depth for the transverse beams reinforcing steel (ie, East / West) to pass below. This c...
    about 3 years ago in RAM Structural System 0 Needs review