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Project Information

Project General

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Project Address

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Engineer of Record (EOR) Contact Information

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Design Parameters

General

Seismic

Wind

Serviceability

All Design Parameter fields are mandatory

Frame Dimensions and Constraints

Story 1

Story 2

Beam Parameters

Column Parameters

Boundary Conditions

  1. "Distance A" and "Distance B" are measured from column centerline.
  2. Magnitudes of applied wind and seismic loads should be per level (not cumulative) and should be calculated at ASD level design forces WITHOUT the overstrength and redundancy factors.
  3. Hold Down load patterns are seismic forces intended to be multiplied by the system overstrength factor Ω0.
  4. Magnitudes of an applied Hold Down load pattern should be calculated at ASD level WITHOUT the overstrength factor Ω0.
  5. The overstrength factor will be applied in the appropriate load combinations during analysis.

Drawing Options

Joint Loads
Add Joint Load
Frame Uniform Loads
Add Uniform Load
Frame Point Loads
Add Point Load