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Extra resources for ETABS Integrated Building Design Software Steel Frame Design Manual

Example text

The left column of the spreadsheet displays the preference item name. The right column of the spreadsheet displays the preference item value. To change a preference item, left click the desired preference item in either the left or right column of the spreadsheet. This activates a drop-down box or highlights the current preference value. If the drop-down box appears, select a new value. If the cell is highlighted, type in the desired value. The preference value will update accordingly. You cannot overwrite values in the dropdown boxes.

For I, Box, Channel, T, Double-angle, Pipe, Circular and Rectangular sections, the principal axes coincide with the geometric axes. For Single-angle sections, the design considers the principal properties. For general sections, it is assumed that all section properties are given in terms of the principal directions. For Single-angle sections, the shear stresses are calculated for directions along the geometric axes. For all other sections, the program calculates the shear stresses along the geometric and principle axes.

Table 1 Data Displayed Directly on the Model DATA TYPE DESCRIPTION Design Sections The current design section property. Design Type Steel, concrete or other. In this section, steel would be selected. Live Load Red Factors These reduction factors are used by the program to automatically reduce the live load in the design postprocessor. They are set using the Options menu > Preferences command. Unbraced L Ratios Ratio of unbraced length divided by total length. 1. Axial Allowables Bending Allowables Shear Allowables Note that you cannot simultaneously display multiple listed items on the model.

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ETABS Integrated Building Design Software Steel Frame Design Manual by Steve Pyle

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