RAM Structural System Help

Notional Loads

The Notional Loads dialog is where notional loads are defined.

A notional load is a fictitious lateral load applied in a structural analysis as a means to account for the destabilizing effects of gravity loads that are not otherwise accounted for in design provisions. Notional loads are applied at each framing level and specified in terms of the gravity loads applied at that level.

The gravity loads applied to each diaphragm can be reviewed and modified by issuing the Loads > Gravity Loads command.

SettingDescription
Fraction/Percent of Gravity Loads The ratio of the gravity loads to use as destabilizing lateral loads is specified here as follows for the selecting building code:
  • User Defined Story Forces: the fraction of the actual load to use when calculating the notional load must be typed.
  • AISC 360-05/10: The AISC code identifies three conditions that affect the calculation of notional loads. Each condition specifies a different fraction of gravity load to use in the calculation of notional loads. These three fractional values are available in the drop-down list. As this is code mandated, no other values can be entered.
  • BS 5950: The British code specifies a percent of gravity load to be used to calculate notional loads. As this is code mandated, it cannot be changed.
  • CAN\CSA S16-01: The Canadian code specifies the fraction of gravity load used to calculate notional loads. As this is code mandated, it cannot be changed.
  • AS 4100: The Australian code specifies the fraction of gravity load used to calculate notional loads. As this is code mandated, it cannot be changed.
Direction Selecting or de-selecting the X-Axis and Y-Axis check boxes, defines the direction of the notional loads.
Gravity Load Type Selecting or de-selecting the Dead Load, Live Load, and Roof Load check boxes defines the notional load type.
Generate Additional Load Cases for Analysis with Tension-Only Members An option is also available to create additional load cases for models with tension only members. Selecting this option results in loads defined in both the positive and negative direction. A warning is given if this option is selected and the model does not have tension only members.

Click the OK button to save this load case. Click Cancel to return to the previous dialog box without saving this load case.