ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——DESIGN OF SHEAR MEMBERS

Ye Yanhua

doi:10.13204/j.gyjz200701025

Volume 37 Issue 1

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Ye Yanhua. ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——DESIGN OF SHEAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 101-103,76. doi: 10.13204/j.gyjz200701025

Citation:

Ye Yanhua. ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——DESIGN OF SHEAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 101-103,76. doi: 10.13204/j.gyjz200701025

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ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——DESIGN OF SHEAR MEMBERS

doi: 10.13204/j.gyjz200701025

Ye Yanhua

1.
Nanjing University of Technology Nanjing 210009

Received Date: 2006-02-08
Publish Date: 2007-01-20

Abstract

Abstract

The requirements for allowable stress design of masonry were retained and strength design provisions were first included in the American Building Code Requirements for Masonry Structures(ACI 530-02/ASCE 5-02/TMS 402-02) in the 2002 edition.Allowable stress and strength design method for shearing member are briefly compared and introduced.The purpose is knowing more about building code for masonry structures in the United States.This will be helpful to compile new design code for masonry and enhance development of building code of masonry structures in China.
- code for masonry in America,
- allowable stress,
- strength design,
- shear design