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For online access to these errata as well as updates to other publications, visit www.ashrae.org/publicationupdates. Please notify ASHRAE of any other errors you might find by using the Comment on Publications form at www.ashrae.org/resources--publications. Page 1 of 1 Errata to Practical Guide to Seismic Restraint Second Edition November 14, 2013 Shaded items have been added since the previously published errata sheet. pp. 5 Grammar correction. Changed “But the fact is that these building are not build to higher ...” to “But the fact is that these buildings are not built to higher ...” pp. 6 Table 2-1: Changed the lesser-than signs in columns 4 and 5 to equals signs, per the 2009 IBC. pp. 7 Table 2-2: Changed the lesser-than signs in columns 4 and 5 to equals signs, per the 2009 IBC. pp. 149 Equation 11-24: Changed T b to T (The maximum tensile force is defined as T in Equa- tion 11-3.) pp. 149 Equation 11-25: Changed V b to V (The maximum shear force is defined as V in equa- tion 11-3.) pp. 152 Replaced F v = 10,000 psi × 133 with F v = 10,000 psi × 1.33

Errata Practical Guide to Seismic Restraint

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Page 1: Errata Practical Guide to Seismic Restraint

For online access to these errata as well as updates to other publications, visit www.ashrae.org/publicationupdates.

Please notify ASHRAE of any other errors you might find by using the Comment on Publications format www.ashrae.org/resources--publications. Page 1 of 1

Errata toPractical Guide to Seismic Restraint

Second EditionNovember 14, 2013

Shaded items have been added since the previously published errata sheet.

pp. 5Grammar correction. Changed “But the fact is that these building are not build tohigher...” to “But the fact is that these buildings are not built to higher...”

pp. 6Table 2-1: Changed the lesser-than signs in columns 4 and 5 to equals signs, per the2009 IBC.

pp. 7Table 2-2: Changed the lesser-than signs in columns 4 and 5 to equals signs, per the2009 IBC.

pp. 149Equation 11-24: Changed Tb to T (The maximum tensile force is defined as T in Equa-tion 11-3.)

pp. 149Equation 11-25: Changed Vb to V (The maximum shear force is defined as V in equa-tion 11-3.)

pp. 152 Replaced Fv = 10,000 psi × 133 with Fv = 10,000 psi × 1.33