![Static Equivalency in Progressive Collapse Alternate Path Analysis: Reducing Conservatism while Retaining Structural Integrity | Journal of Performance of Constructed Facilities | Vol 20, No 4 Static Equivalency in Progressive Collapse Alternate Path Analysis: Reducing Conservatism while Retaining Structural Integrity | Journal of Performance of Constructed Facilities | Vol 20, No 4](https://ascelibrary.org/cms/asset/f1190a55-fa04-4360-a358-43775cf85309/1.gif)
Static Equivalency in Progressive Collapse Alternate Path Analysis: Reducing Conservatism while Retaining Structural Integrity | Journal of Performance of Constructed Facilities | Vol 20, No 4
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![Given: The three-story frame defined in Fig. E16.7a. Consider the gravity floor loading to be constant. The lateral load is due to seismic excitation. The material is steel, σy = 50 ksi, Given: The three-story frame defined in Fig. E16.7a. Consider the gravity floor loading to be constant. The lateral load is due to seismic excitation. The material is steel, σy = 50 ksi,](https://holooly.com/wp-content/uploads/2021/04/7.1-8.png)