160 Seismic Loads Based on IBC 2012/ASCE 7-10 Based on Section 1613.1 of IBC 2012, Every structure, and portion thereof, including nonstructural components that are permanently attached to
Under the ASCE 7-10 seismic design provisions, there exist implied performance levels as demonstrated by Figure 2.1. . - ASCE 7 Figure 11.4-1) where: T. L = per .
SEI/ASCE 7-05 Minimum Design Loads . ASCE 10-97 Design of Latticed Steel Transmission Structures .
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