Manual of the Construction Division of the Army. Section C, Engineering Division, 1918
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In our eReader you can find the full English version of the book. Read Manual of the Construction Division of the Army. Section C, Engineering Division, 1918 Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Manual of the Construction Division of the Army. Section C, Engineering Division, 1918
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To quickly assess the difficulty of the text, read a short excerpt:
. 2,500 Bending — extreme fiber Wall Plates 6,000 Shear in brackets 1,500 Reinforced Concrete.
Except as otherwise noted, the unit stresses, general assumptions and design, should con- form to the recommendations in final report of "Joint Committee of Engineering Societies on Section C.
Page 52.
Concrete and Reinforced Concrerj," adopted July 1, 1916. • ,, , Use following stresses, in pounds per sq. in., for 1-3-4 mixture : Maximum stresses in steel ■ • ^ . ^. .18,000 Maximum stresses in concre...te . . ■: 750 Ratio of moduli of elasticity ; • . . • • • 15 Footings and El-artng Vai,ue op Soil.
Whenever possible, the bearing value of the soil should first be investigated and the foot- ings designed accordingly.
Footings should extend to undisturbed soil and below frost line, at least 1 foot 6 inches below the surface.
The .allowable pressure, in pounds per square foot, should not exceed the following arnounts, and the assumed bearing value should be .^oted on the drawing : , , Soft clay 2,000 Ordinary clay and dry sand .
What to read after Manual of the Construction Division of the Army. Section C, Engineering Division, 1918?
You can find similar books in the "Read Also" column, or choose other free books by United States. War Dept. Construction Division of the Army to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
. 2,500 Bending — extreme fiber Wall Plates 6,000 Shear in brackets 1,500 Reinforced Concrete.
Except as otherwise noted, the unit stresses, general assumptions and design, should con- form to the recommendations in final report of "Joint Committee of Engineering Societies on Section C.
Page 52.
Concrete and Reinforced Concrerj," adopted July 1, 1916. • ,, , Use following stresses, in pounds per sq. in., for 1-3-4 mixture : Maximum stresses in steel ■ • ^ . ^. .18,000 Maximum stresses in concre...te . . ■: 750 Ratio of moduli of elasticity ; • . . • • • 15 Footings and El-artng Vai,ue op Soil.
Whenever possible, the bearing value of the soil should first be investigated and the foot- ings designed accordingly.
Footings should extend to undisturbed soil and below frost line, at least 1 foot 6 inches below the surface.
The .allowable pressure, in pounds per square foot, should not exceed the following arnounts, and the assumed bearing value should be .^oted on the drawing : , , Soft clay 2,000 Ordinary clay and dry sand .
What to read after Manual of the Construction Division of the Army. Section C, Engineering Division, 1918?
You can find similar books in the "Read Also" column, or choose other free books by United States. War Dept. Construction Division of the Army to read onlineMoreLess
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