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ASCE 37-14
Design Loads on Structures During Construction
Organization:
ASCE - American Society of Civil Engineers
Year: 2015
Abstract: This standard addresses partially completed structures, temporary structures, and temporary supports used during construction. The loads specifi ed herein are suitable for use either with strength design [such as ultimate strength design (USD) or load and resistance factor design (LRFD)] or with allowable stress design (ASD). The loads are equally applicable to all conventional construction materials.
This standard does not specify the party responsible for the design of temporary structures or temporary supports, or for the temporary use of incomplete structures.This standard also does not specify the party responsible for on-site supervision of the construction of temporary structures or temporary supports, or for the use of incomplete structures.
PURPOSE
The purpose of this standard is to provide minimum design load requirements during construction of buildings and other structures.
This standard does not specify the party responsible for the design of temporary structures or temporary supports, or for the temporary use of incomplete structures.This standard also does not specify the party responsible for on-site supervision of the construction of temporary structures or temporary supports, or for the use of incomplete structures.
PURPOSE
The purpose of this standard is to provide minimum design load requirements during construction of buildings and other structures.
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| contributor author | ASCE - American Society of Civil Engineers | |
| date accessioned | 2017-09-04T15:58:50Z | |
| date available | 2017-09-04T15:58:50Z | |
| date copyright | 2015.01.01 | |
| date issued | 2015 | |
| identifier other | RDTBKFAAAAAAAAAA.pdf | |
| identifier uri | https://lib.yabesh.ir/std/handle/yse/61966 | |
| description abstract | This standard addresses partially completed structures, temporary structures, and temporary supports used during construction. The loads specifi ed herein are suitable for use either with strength design [such as ultimate strength design (USD) or load and resistance factor design (LRFD)] or with allowable stress design (ASD). The loads are equally applicable to all conventional construction materials. This standard does not specify the party responsible for the design of temporary structures or temporary supports, or for the temporary use of incomplete structures.This standard also does not specify the party responsible for on-site supervision of the construction of temporary structures or temporary supports, or for the use of incomplete structures. PURPOSE The purpose of this standard is to provide minimum design load requirements during construction of buildings and other structures. | |
| language | English | |
| title | ASCE 37-14 | num |
| title | Design Loads on Structures During Construction | en |
| type | standard | |
| page | 49 | |
| status | Active | |
| tree | ASCE - American Society of Civil Engineers:;2015 | |
| contenttype | fulltext |