So ASCE 7-22 4.3.4 Interior Walls and Partitions requires a minimum horizontal load of 5 psf. That’s clear. But this is Chapter 4: Live Loads. Does this mean that the 5 psf must be combined as Live Load (maximum factor of 1.6)?
Hello everyone,
We have a big Warehouse with superficial square 2ft deep footings. What are your thoughts about having an 8" slab on ground poured directly over the footings? Do you have any Code / Manual requiring any depth of sand or anything else between footing and slab?
I appreciate your...
Good day, everyone.
I have a theory about what happened here, but I don’t want to bias anyone. What is your guess about what caused that crack? (The roof “X” braces have not been tensioned).
Hello,
Is there any good reason to use 90° hooks at longitudinal reinforcement ends for drilled pier shafts (inwards) either at the bottom or top?
Thanks!