1/15/2024 0 Comments Forklift 2 instalingNew concrete slabs must conform to the above stated properties before installation of the lift is deemed acceptable. Situations where the allowable bearing capacity is lower than this value will require special attention. If there is question regarding the foundation bed allowable bearing capacity, a soils testing engineer should be consulted. Many clays, and most all firm clay, hard clay, sand & clay mixes, dry sands, coarse dry sands, dry sand and silt mixes, sand and gravel mixes, and gravel type soils meet or exceed this allowable bearing capacity. Note 4: The concrete outline dimensions and the reinforcing shown are for a foundation bed allowable bearing capacity of not less than 2,000 lb. In addition, the number of bars specified in the table must be used. Note 3: The tolerance on spacing of the bars in each direction shall be the value shown, plus or minus 1 inch. Note 2: The main reinforcing and lower temperature steel shall be Grade 60 deformed bars At anchor bolt locations only keep WWF mesh below the elevation of the anchorage to avoid drilling interference with the wire. Temperature bars are placed at right angles to the main reinforcing bars.Īn additional layer of 6 x 6 ‐ 10/10 WWF at mid height of new slab would be advisable in any extremely hot or cold climate to control cracking due to temperature fluctuations and shrinkage. Note 1: Temperature bars are steel rods placed horizontally (longwise) in concrete slabs for prevention of cracks due to temperature changes or drying placed perpendicular to the main reinforcing rods (short span). Temperature bars are placed at right angles to the main reinforcing bars. Temperature bars are steel rods placed horizontally (longwise) in concrete slabs for prevention of cracks due to temperature changes or drying placed perpendicular to the main reinforcing rods (short span). *Four separate slabs formed at each post. Please read all instructions below carefully before producing new slab. This information is presented for design recommendations for a new concrete slab in the event that the pre‐existing floor does not meet minimum requirements of the applicable lift type. The information contained in this appendage supersedes any other information given in the accompanied manual. If the location of the lift is in a seismic zone, contact BendPak for seismic slab designs.
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