Approximately 15ft tall MSE bridge abutment wall (non-load bearing, enclosing a pile and pile-cap system), observed during construction that it was going up slightly off plumb (away from fill), but visually perceptible when looked at carefully. After erection, it has come up for situational...
I am looking for anyone who has experienced or heard of structural complications caused by green roofs. Talking about design of new structures. Unintended consequences. Gaps in codes. Adverse structural effects in structural maintenance, etc.
I am looking at a 1 1/4" diameter anchor bolt (A307). Contractor failed to provide enough threaded length above the concrete pour, therefore I am not able to thread the entire length of the heavy hex nut (1 1/4" thick) above the base plate. Is there any guideline on determining the pullout...
Is there any design guide/tool/analysis that adresses Single Plate connections to Tube Steel Columns? I am particulary interested in welded single plate connections against the side of the tube column supporting beams in shear connections. When do we get beyond what is reasonable for the tube...
Is there any design guide/tool/analysis that adresses Single Plate connections to Tube Steel Columns? I am particulary interested in welded single plate connections against the side of the tube column supporting beams in shear connections. When do we get beyond what is reasonable for the tube...
