RAM Structural System Help

User‑Defined Rolled and Built‑up Shapes

The program can design and optimize members based on a user-supplied table of built-up shapes.

In certain cases, some economy may be realized by specifying built‑up shapes rather than standard rolled sections. The design of such members, however, is made more difficult due to the necessity of checking for compactness and slenderness, with the corresponding allowable stresses and moment capacities. The program can design and optimize members based on a table of built‑up shapes supplied by the user. The program checks the web and flanges for compactness and slenderness criteria of welded shapes, and calculates the appropriate allowable stresses and capacities. Either composite or noncomposite construction may be specified.

Designs may also be performed using user‑defined rolled shapes. This enables designs using shapes common in Europe, Japan, etc. The tables may be in either English or SI units. Allowable stresses are dependent on whether you specify the members in the table as either rolled shapes or built‑up shapes.

Tables containing the web and flange dimensions of the built‑up shapes can be those supplied with the program or those created by the User. See the RAM Structural System Tables chapter in RAM Modeler manual for more information on creating the table.

If a member size is stored in the database using the Update Database Command of View/Update and then the model is re analyzed using a steel table that does not contain that shape designation, the member size will be cleared from the model's database, and the optimum size will be selected.

In LRFD, Mp is limited to the smaller of ZxFy and 1.5SxFy. For shapes whose top and bottom flanges differ, the program uses the smaller of Sx calculated for the bottom flange and Sx calculated for the top flange when calculating the value for 1.5SxFy.

When calculating the allowable shear stress and shear capacity, The program assumes that there are no transverse stiffeners.