Hello,
I have been asked to design a new CIP box culvert that is to replace an existing culvert. The new culvert is 13'(W) x 15'(H) clear inside dimensions. I have already looked at several DOT (TX, KS, and MN) guides along with ASTM C857-12a and applied loads to it accordingly:
1. Vertical...
I am needing to check a connection with shear and axial loads for a steel fabricator. There are 2 beams pinned to the web of the column and a moment connection to the flange. The fabricator has determined that stiffener plates are necessary and has, therefore, extended the gussets of the...
Hi,
I've been asked to check a framing connection in a residential house. The connection consists of two 2x6's and they're connected with a 3/8" plywood gusset plate. Connecting the gusset to the 2x are 8 staples on each side of each 2x6 (32 total). Is there a certain procedure I should use...
