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// CODE SNIPPET

[BS] A111.5 Diaphragm Shear Transfer

Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.5 Diaphragm Shear Transfer
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Diaphragms shall be connected to shear walls with connections capable of developing the diaphragm-loading tributary to the shear wall given by the lesser of the following formulas:

(Equation A1-13)

using the Cp values in Table A1-C, or

(Equation A1-14)

Related Code Sections


A111.5 Guidelines for the Seismic Retrofit of Existing Buildings, Diaphragm Shear Transfer
Diaphragms shall be connected to shear walls with connections capable of developing the diaphragm-loading tributary to the shear wall given ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.5 Diaphragm Shear Transfer
A111.5 Guidelines for the Seismic Retrofit of Existing Buildings, Diaphragm Shear Transfer
Diaphragms shall be connected to shear walls and new vertical seismic forceresisting elements with connections capable of developing the diaphragm ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.5 Diaphragm Shear Transfer
A113.2 Guidelines for the Seismic Retrofit of Existing Buildings, Diaphragm Shear Transfer
Bolts transmitting shear forces shall have a maximum bolt spacing of 6 feet (1829 mm) and shall have nuts installed over malleable iron or plate ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A113 Detailed System Design Requirements > A113.2 Diaphragm Shear Transfer
A113.2 Guidelines for the Seismic Retrofit of Existing Buildings, Diaphragm Shear Transfer
Anchors transmitting shear forces shall have a maximum spacing of 6 feet (1829 mm) and shall have nuts installed over malleable iron or plate washers ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A113 Detailed Building System Design Requirements > A113.2 Diaphragm Shear Transfer
A102.1 Guidelines for the Seismic Retrofit of Existing Buildings, General
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