I have a new precast wall that a hollowcore roof plank needs to be connected to. There was a coordination issue and the contractor missed areas that needed an embedded angle to the precast. See attached section we are proposing using the same size angle that is everywhere else with an expansion...
I am working on a new truck weigh station(Marshall, IL) about 50 miles west of Terre Haute, IN. The building is very small only 30' x 30'........I was told to assume 2000 psf for the allowable bearing pressure and just verify this later at time of excavation. However, this is a state job and...
msquared48.......i have seen sliderule's posts before and are very helpful...Thank you!
woodman88.....that was one of my assumptions that the current formulas wouldn't apply......Thank you!
This is my first post.......I see alot of posts and it seems like everyone helps alot.
I am recently out of college (one year). I work in the Chicagoland area.
I have been involved with alot of resendtial homes where the wood is almost full size (i.e. 1 7/8" x 9 5/8") therefore I assume the...
