The book Standards of Design Reinforced Concrete was written by author United States Bureau of Yards And Docks Here you can read free online of Standards of Design Reinforced Concrete book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is Standards of Design Reinforced Concrete a good or bad book?
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. 16, 000 Compression in concrete do 650 This gives M= 0. 3786d jd= 0. 8738d A= 0*. 0077 bd 17. Outside work, such as piers, wharves, sea walls, etc. , shall not exceed the following unit stresses used in their design: Tension in steel pounds . . 12, 500 Compression in concrete do 600 This gives A= o!oi bd jd= o!861d APPENDIX. The formulae given in the above standards are based on the fol- lowing general formulae, which were compiled by the committee on concrete and reinforced concrete, appoint...ed by the American Society of Civil Engineers: 1. RECTANGULAR BEAMS. ir Position of neutral axis, k Arm of resisting couple, y-i-i* (i) (2) (For/ 8 =15, 000 to 16, 000, and/ c =600 to 650, k may be taken at *) Fiber stresses, M , __ J * Ajd pjbd* 2_^_2p/ 8 Jo ~jkbd*~ k Steel ratio, for balanced reinforcement, (3) (4) P=2- /cWc (8) 9 2. T-BEAMS. A i jf '/* d X / x u Cose /. When the neutral axis lies in the flange, use the formulas for rectangular beams. Case II. When the neutral axis lies in the stem, the following formulas neglect the compression in the stem: Position of neutral axis, kd-- 2ndA+ bt* ~2nA +2bt Position of resultant compression, _Skd-2t t_ z ~2kd-t* 3 Arm of resisting couple, Fiber stresses, jd=d-z f M J *~Ajd Mkd _/, k Jo ~bt(kd-$t)jd~ n 1-fc (6) (7) (8) (9) (10) (For approximate results the formulas for rectangular beams may be used.
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