Jun 5, 2007 #1 LaylaZ Civil/Environmental Joined Jan 19, 2002 Messages 7 Location US Hello, For ASCE 7-05, chapter 15 (SEISMIC DESIGN REQUIREMENTS FOR NON BLDG STRUCTURES), do seismic load combinations specified in Section 12.4 (for BLDG Structures) still apply, since there are no LCs specified in chapter 15? Thank you much, Layla.
Hello, For ASCE 7-05, chapter 15 (SEISMIC DESIGN REQUIREMENTS FOR NON BLDG STRUCTURES), do seismic load combinations specified in Section 12.4 (for BLDG Structures) still apply, since there are no LCs specified in chapter 15? Thank you much, Layla.
Jun 6, 2007 #2 JAE Structural Joined Jun 27, 2000 Messages 15,712 Location US I think yes. The "F" value you get in chapter 15 would simply substitute for the E in the combinations. Upvote 0 Downvote
I think yes. The "F" value you get in chapter 15 would simply substitute for the E in the combinations.