Structural · S-K755M

Camber Schedule for Slabs

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This schedule and accompanying diagram define the required camber dimensions for beams and slabs spanning between support centerlines. Deflection values are categorized by span increments ranging from zero to five feet up to thirty to thirty-five feet. For spans between zero and five feet, camber is zero for both beams and slabs. For spans between five and ten feet, beam camber is zero while slab camber is one-eighth of an inch. For spans between ten and fifteen feet, beam camber is one-eighth of an inch and slab camber is one-quarter of an inch. For spans between fifteen and twenty feet, beam camber is three-eighths of an inch and slab camber is one-half of an inch. For spans between twenty and thirty feet, beam camber is one-half of an inch and slab camber is five-eighths of an inch. For spans between thirty and thirty-five feet, beam camber is five-eighths of an inch and slab camber is three-quarters of an inch. A constant dimension note applies to the camber profile between supports.

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