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Re: Coupling Beams - Diagonal Reinf Development Length

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Could someone give me an idea or any code specifying the required
development length of diagonal bars in coupling beams.

Paulay suggested 1.5 time the development length in tension of the bar.

Any thoughts.

Thanks
John E. Alcaras
Senior Structural Engineer
Maunsell Philippines, Inc.
8/F JAKA 6780 Ayala Avenue, 
Makati City 1200
Philippines

Tel.: (63 2) 814 0401
Fax : (63 2) 814 0408

E-mail: jeal(--nospam--at)maunsellphils.com