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Posted: Mon Nov 22, 2004 12:36 pm Post subject: Shear Strength of Columns ( REPEAT)
Hello Mr Iyer The table between shear strength of conc. & %age of tensile reinforcement is equally applicable to doubly reinforced beams too; because it is only one face of the beam reinf. which is in tension, other face of reinf. is in compression.
For columns you have to consider the reinf. which is in tension for a particular direction of shear force not the total reinf. .
iyer_mahadevan@red iffmail.com To: email@example.com cc: 11/22/04 04:09 PM Subject: Shear Strength of Columns ( REPEAT) Please respond to general
For evaluating the design shear strength of columns (taucee) should we consider the entire crosssectional steel?.
The table in IS456-2000 for the same gives taucee vs. p(percentage tensile reinforcement)which is alright in case of beams(singly reinforced).
In case of columns since the steel in the entire cross section resists the bending moment, I feel the percentage p should be evaluated taking the total steel.
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