Navigating Form Camber Specifications in Cast-in-Place Concrete Construction
When structural engineers design cast-in-place reinforced concrete beams and slabs, deflection under service load is a critical consideration. Excessive deflection can reduce the opening available for prefabricated components, cause water ponding on roof slabs, require excessive self-leveling fill to accommodate flooring, or become visibly noticeable to building owners and occupants. One approach engineers sometimes use […]
