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Any of the blank" >target="_blank" >glossary/longitudinal/" class="glossaryLink" data-cmtooltip="8e24005e856a3d7e59b511d387b3c045" blank" >target="_blank" >longitudinal bars serving as blank" >target="_blank" >glossary/blank" >target="_blank" >tension-blank" >target="_blank" >glossary/reinforcement/" class="glossaryLink" data-cmtooltip="fc8c85d1535da86298ecbf928cef7be9" blank" >target="_blank" >reinforcement/" class="glossaryLink" data-cmtooltip="3f1ac07d27419c6a110cf408b9c2c0e4" blank" >target="_blank" >blank" >target="_blank" >tension blank" >target="_blank" >glossary/reinforcement/" class="glossaryLink" data-cmtooltip="fc8c85d1535da86298ecbf928cef7be9" blank" >target="_blank" >reinforcement in blank" >target="_blank" >glossary/the-blank" >target="_blank" >section/" class="glossaryLink" data-cmtooltip="9e8b88ad55df80fd13615872a9436022" blank" >target="_blank" >the blank" >target="_blank" >section of a blank" >target="_blank" >concrete beam or slab subject to a blank" >target="_blank" >glossary/positive-blank" >target="_blank" >moment/" class="glossaryLink" data-cmtooltip="d47d44734303be2c28a122c79544518f" blank" >target="_blank" >positive blank" >target="_blank" >moment. (Ching, 1995)
