Yesterday at 4:05 AM #1 S Sohasabry Structural Jan 26, 2025 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?
Yesterday at 4:54 PM #2 ANE91 Structural Mar 31, 2023 71 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.
Yesterday at 5:00 PM Thread starter #3 S Sohasabry Structural Jan 26, 2025 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
