ASHRAE 90316 ERRATA-2015 Errata to Practical Guide to Seismic Restraint (Second Edition).pdf

《ASHRAE 90316 ERRATA-2015 Errata to Practical Guide to Seismic Restraint (Second Edition).pdf》由会员分享，可在线阅读，更多相关《ASHRAE 90316 ERRATA-2015 Errata to Practical Guide to Seismic Restraint (Second Edition).pdf（1页珍藏版）》请在麦多课文档分享上搜索。

1、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. Page1of1Errata toPractical Guide to Seismic R

2、estraintSecond EditionJune 15, 2015Shaded items have been added since the errata sheet published November 14, 2013.Page 5: In the fourth paragraph, the next-to-last sentence begins “But the fact is that thesebuilding are not build to higher.” but should read “But the fact is that these buildingsare

3、not built to higher”Page 6: In the main headings of Table 2-1, columns 4 and 5 read “SS 0.75” and “SS 1.00”but should read “SS= 0.75” and “SS= 1.00” per the 2009 International Building Code(IBC).Page 7: In the main headings of Table 2-2, columns 4 and 5 read “S1 0.75” and “S1 1.00”but should read “S

4、1= 0.75” and “S1= 1.00” per the 2009 International Building Code(IBC).Page 149: In Equation 11-24, “Tb” should read “T ” (the maximum tensile force is defined as Tin Equation 11-3).Page 149: In Equation 11-25, “Vb” should read “V” (the maximum shear force is defined as V inEquation 11-3).Page 150: Equation 11-28 readsbut should readPage 152: The second line under Equation 11-39 reads “Allowable sheer stress Fv= 10,000 psi 133* = 13,333 psi” but should read “Allowable sheer stress Fv= 10,000 psi 1.33*=13,333 psi.”TboltPsHnB2-Psn-+=TboltPsHnB2-Ptn-+=