Laws of the State of New York, Nide 21958 |
Kirjan sisältä
Tulokset 1 - 3 kokonaismäärästä 54
Sivu 660
... reinforcement over the entire one - half panel width . 3. In proportioning reinforcement in a four - way system it shall be assumed that the positive steel area in the direct band includes the entire positive reinforcement in the column ...
... reinforcement over the entire one - half panel width . 3. In proportioning reinforcement in a four - way system it shall be assumed that the positive steel area in the direct band includes the entire positive reinforcement in the column ...
Sivu 662
... reinforcing bars shall be so extended . Straight bars used for negative reinforcement shall have a length of at least one - half the panel length . ( d ) In the middle strips , at least one - half the bars used for positive reinforcement ...
... reinforcing bars shall be so extended . Straight bars used for negative reinforcement shall have a length of at least one - half the panel length . ( d ) In the middle strips , at least one - half the bars used for positive reinforcement ...
Sivu 50
... reinforcement .C26-490.0 655 C26-491.0 656 Web reinforcement C26-492.0 656 Average concrete ; stresses . .C26-365.0 603 Beams Depth C26-473.0 ( a ) 648 Reinforcement ; stresses .C26-490.0 ( 3 ) 656 Stresses C26-481.0 653 Stresses ; bond ...
... reinforcement .C26-490.0 655 C26-491.0 656 Web reinforcement C26-492.0 656 Average concrete ; stresses . .C26-365.0 603 Beams Depth C26-473.0 ( a ) 648 Reinforcement ; stresses .C26-490.0 ( 3 ) 656 Stresses C26-481.0 653 Stresses ; bond ...
Sisältö
Table of Sections With Page References ix | xxvi |
Chapter 928 | xxxvii |
Chapter 929 | 1 |
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