Design loads on structures during construction / Расчетные нагрузки на конструкции при строительстве

The material presented in this publication has been prepared in accordance with recognized engineering principles. This Standard and Commentary should not be used without first securing competent advice with respect to their suitability for any given application. The publication of the material contained herein is not intended as a representation or warranty on the part of the American Society of Civil Engineers, or of any person named herein, that this information is suitable for any general or particular use or promises freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability from such use. 
 Earlier drafts of this Standard and Commentary were reviewed and balloted several times by the full Standards Committee. The votes and comments returned by the members were reviewed and their proposed resolutions developed by the appropriate subcommittees. The resulting approved changes in the text are included in this volume.  Some of the provisions were adopted from other codes, standards, regulations, and specifi cations; some refl ect prevailing industry design and construction practices; some grew out of the experiences, practices, and opinions of members of the Committee; and some others were developed through research conducted specifi cally for this  Standard by members of the Committee.  Preparation of a standard for Design Loads on Structures during Construction and its outline were originally  proposed to ASCE by Robert T. Ratay in 1987, resulting  in the fi rst edition of the Standard published in 2002 as ASCE/SEI 37-02, Design Loads on Structures during Construction . The Committee, through its subcommittees, has been working on the development of a revision to the Standard to embrace comments, recommendations, and experiences since the original 2002 edition, and to supplement the loading requirements of ASCE/SEI 7-10 , Minimum Design Loads for Buildings and Other Structures , since the latter does not include requirements for loads during construction. The environmental loads provisions of this ASCE/SEI 37-14 have been aligned with those of ASCE/SEI 7-10 and adjusted for the duration of the construction period. 
 Final committee balloting was completed, and public  comments solicited and resolved in mid-2014.  <...>