Jan 26, 2025 #1 S Sohasabry Structural Joined Jan 26, 2025 Messages 2 I have a wall sign 24' x 3.8' to be mounted on the second floor of an existing building, 250 lb weight, how can I calculate wind?
I have a wall sign 24' x 3.8' to be mounted on the second floor of an existing building, 250 lb weight, how can I calculate wind?
Jan 26, 2025 #2 ANE91 Structural Joined Mar 31, 2023 Messages 427 Location US Chapter 29 of ASCE 7. You’ll need to define some “thickness” to the sign. To be clear, 29.3.2 points you to Chapter 30. Make sure that the sign fits into the stated definition. Upvote 0 Downvote
Chapter 29 of ASCE 7. You’ll need to define some “thickness” to the sign. To be clear, 29.3.2 points you to Chapter 30. Make sure that the sign fits into the stated definition.
Jan 26, 2025 Thread starter #3 S Sohasabry Structural Joined Jan 26, 2025 Messages 2 ANE91 said: Chapter 29 of ASCE 7. You’ll need to define some “thickness” to the sign. To be clear, 29.3.2 points you to Chapter 30. Make sure that the sign fits into the stated definition. Click to expand... 4.5" thick Upvote 0 Downvote
ANE91 said: Chapter 29 of ASCE 7. You’ll need to define some “thickness” to the sign. To be clear, 29.3.2 points you to Chapter 30. Make sure that the sign fits into the stated definition. Click to expand... 4.5" thick
Jan 27, 2025 #4 azcats Structural Joined Oct 17, 1999 Messages 701 Location US If it's close to the building, see section 29.3.2. Upvote 0 Downvote
Feb 2, 2025 #5 rlmengineer Structural Joined Apr 15, 2010 Messages 21 Location US What is the wall covering? Upvote 0 Downvote