ASCE 48-19 PDF

ASCE 48-19 PDF

Name:
ASCE 48-19 PDF

Published Date:
04/29/2020

Status:
Active

Description:

Design of Steel Transmission Pole Structures

Publisher:
American Society of Civil Engineers

Document status:
Active

Format:
Electronic (PDF)

Delivery time:
10 minutes

Delivery time (for Russian version):
200 business days

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$33
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ASCE/SEI 48-19 provides a uniform basis for the design, detailing, fabrication, testing, assembly, and erection of steel tubular structures for electrical transmission poles.

Prepared by the Design of Steel Transmission Pole Structures Standards Committee of the Structural Engineering Institute of ASCE

Design of Steel Transmission Pole Structures provides a uniform basis for the design, detailing, fabrication, testing, assembly, and erection of steel tubular structures for electrical transmission poles. These guidelines apply to cold-formed single- and multipole tubular steel structures that support overhead transmission lines. The design parameters are applicable to guyed and self-supporting structures using a variety of foundations, including concrete caissons, steel piling, and direct embedment. Standard ASCE/SEI 48-19 replaces the previous edition (ASCE/SEI 48-11). This standard includes a detailed commentary and appendixes with explanatory and supplementary information.

Standard ASCE/SEI 48-19 will be a primary reference for structural engineers and construction managers involved in designing and building electrical transmission lines, as well as engineers and others involved in the electric power transmission industry.


Edition : 1.0
File Size : 1 file , 3.7 MB
ISBN(s) : 9780784415078, 9780784482254
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 108
Published : 04/29/2020

History

ASCE 48-19
Published Date: 04/29/2020
Design of Steel Transmission Pole Structures
$33
ASCE 48-11
Published Date: 2012
Design of Steel Transmission Pole Structures
$28.2
ASCE 48-05
Published Date: 04/12/2006
Design of Steel Transmission Pole Structures
$22.2

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