Engineers Pocketbook of Reinforced Concrete

Cover Engineers Pocketbook of Reinforced Concrete
Engineers Pocketbook of Reinforced Concrete
E Lee Eyvind Lee Heidenreich
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C. Rods 5" on centers in 4 directions.
Similar calculations will give figures for the other square footings.
The above calculations are, of course, approximate, but they are safe, and are as simple as any calculations the author has seen.
Conclusion. The mat reinforcement consists of a 6x6-in. Mesh high carbon steel fabric of No. 7 and No. 11 gage wire, laid within 2 ins. Of the top of the 6-in. Floor, depressed under the columns to about 5 ins. Below the floor.
Before excavation, sheet piling
...should be carefully driven along the north and east building lines, the basement col- umns being here moved in 12 ins. The retaining walls run from column to column, and above the sheet piling are built out to the building line. The fabric continues from the mat up within 2 ins. Of the inside of the retaining wall, and to it is wired such reinforcing rods as are required to withstand the earth pressure from the adjacent property.
The first story columns are placed on the building line, by cantilevering the girders 12 ins.


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