// CODE SNIPPET
2208.2 Seismic Requirements for Steel Cable
JUMP TO FULL CODE CHAPTER
The design strength of steel cables shall be determined by the provisions of ASCE 19 except as modified by these provisions.
- A load factor of 1.1 shall be applied to the prestress force included in T3 and T4 as defined in Section 3.12.
- In Section 3.2.1, Item (c) shall be replaced with "1.5 T3" and Item (d) shall be replaced with "1.5 T4."
Related Code Sections
2207.2 Steel, Seismic Requirements for Steel Cable
The design strength of steel cables shall be determined by the provisions of ASCE 19 except as modified by these provisions. A load factor of 1.1 ...
Building Code 2009 of Alabama > 22 Steel > 2207 Steel Cable Structures > 2207.2 Seismic Requirements for Steel Cable
2208.2 Steel, Seismic Requirements for Steel Cable
The design strength of steel cables shall be determined by the provisions of ASCE 19 except as modified by these provisions.
A load factor ...
Building Code 2015 of Alabama > 22 Steel > 2208 Steel Cable Structures > 2208.2 Seismic Requirements for Steel Cable
2207.1.1 Steel, Seismic Design
Where required, the seismic design of buildings shall be in accordance with the additional provisions of Section 2205.2 or 2211.6 ...
Building Code 2015 of Alabama > 22 Steel > 2207 Steel Joists > 2207.1 General > 2207.1.1 Seismic Design
2205.2 Steel, Seismic Design
Where required, the seismic design, fabrication and erection of buildings, structures and portions thereof shall be in accordance with Section ...
2206.2 Steel, Seismic Design
Where required, the seismic design, fabrication and erection of composite steel and concrete systems shall be in accordance with Section 2206.2.1 ...
Building Code 2015 of Alabama > 22 Steel > 2206 Composite Structural Steel and Concrete Structures > 2206.2 Seismic Design