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RE: Slab bands

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No, you need to consider the greater of 2.5T, 0.5W OR 10". So for a 8" slab
(T), with slab band width of 45" (W), max beam depth is 22.5", so 15" depth
does NOT require shear rebar.

Mark Geoghegan

             > -----Original Message-----
             > From: Reza Dashti Asl [mailto:rezadashti(--nospam--at)hotmail.com]
             > Sent: Tuesday, November 19, 2002 10:42 AM
             > To: seaint(--nospam--at)seaint.org
             > Subject: Re: Slab bands
             >
             >
             > So a 15" deep band would need minimum shear
             > reinforcement since h is greater
             > than 10 in.?
             >
             > Reza Dashti P.Eng.
             >
             > >From: GSKWY(--nospam--at)aol.com
             > >Reply-To: <seaint(--nospam--at)seaint.org>
             > >To: Seaint(--nospam--at)seaint.org
             > >Subject: Slab bands
             > >Date: Tue, 19 Nov 2002 08:19:50 EST
             > >
             > >
             > >The basis for these parameters are the 318 section
             > (11.5.5.1) that
             > > >requires minimum shear reinforcement unless  a
             > beam has a total depth
             > > >not greater than 10 in...
             > >
             > >
             > >parameters worked well with common geometries such
             > as a 8 in. thick >slab
             > >with a 15 in. deep band.
             >
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