Criteria - Design Checks/Forces
The
tab is used to select sections of the code that the user may want to include or ignore during the design process, and the origin of gravity forces on lateral members.Setting | Description |
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Design Checks |
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Gravity Forces for Lateral Beams | In some circumstances it may be advantageous to use the gravity forces that are produced in RAM Frame rather than those produced in RAM Concrete Analysis, for the design of lateral concrete beams. As described in the RAM Concrete manual (Concrete Analysis Technical Section) and visible through the Finite Element Model the concrete analysis is performed on a single story at a time. As such any beam forces that would result due to 'r;frame' building behavior are not captured in the concrete analysis model. Frame behavior refers to the forces that result from the entire 3D building deformation (when subject to gravity loads) as opposed to the forces that occur from the single isolated story model. Regardless of the selected source of the gravity forces, the program will always combine the factored gravity forces with the factored lateral forces (from RAM Frame) for all combinations with lateral load cases. In general the gravity forces from RAM Frame should be of similar magnitude to those in RAM Concrete Analysis. If a comparison shows that the gravity forces are significantly different between the two programs the user should decide which of the two most accurately represent the building behavior and select the appropriate option. The following points should be considered when deciding which option to select for the source of the gravity forces on lateral members.
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