CE designed two FRP off shore wet wells 70m and 90 m deep. Design required FEA of stress for cascading baffles.
Sagging Roof Trusses
CE was engaged to investigate sagging wood trusses. The gang nail plate connectors were slowly failing causing the sag. Repair was adding plywood sheathing.
Steel Treehouse
CE designed a steel structure to be used for indoor trees at the entrance of a Sunday school for a large church. Scope included analysis and construction drawings
Failed Bulkhead
CE investigated a bulkhead failure endangering a house that was 22 ft away and 8.5 feet higher. Bulkhead was bowed out 2.5 feet over 97 feet. Solution was to add deep soldier piers.