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