UFC 4-023-03
25 January 2005
TABLES
Title
Page
3-1
Acceptability Criteria for Elements and Connections and
Subsequent Action for AP Model .........................................................3-16
4-1
Over-Strength Factors for Reinforced Concrete .................................. 4-1
4-2
Removal of Deficient Reinforced Concrete Vertical Tie Elements ....... 4-5
4-3
Acceptability Criteria and Subsequent Action for Reinforced
Concrete .............................................................................................. 4-6
4-4
Deformation Limits for Reinforced Concrete ........................................ 4-9
5-1
Over-Strength Factors for Structural Steel........................................... 5-1
5-2
Acceptability Criteria and Subsequent Action for Structural Steel........ 5-5
5-3
Deformation Limits for Structural Steel ................................................ 5-9
6-1
Minimum Properties for Masonry Walls with Vertical Ties ................... 6-5
6-2
Removal of Deficient Masonry Vertical Tie Elements .......................... 6-6
6-3
Acceptability Criteria and Subsequent Action for Masonry .................. 6-7
6-4
Deformation Limits for Masonry ........................................................... 6-9
7-1
Removal of Deficient Wood Vertical Tie Elements............................... 7-5
7-2
Acceptability Criteria and Subsequent Action for Wood....................... 7-6
7-3
Deformation Limits for Wood ............................................................... 7-8
8-1
Removal of Deficient Cold-Formed Steel Vertical Tie Elements .......... 8-5
8-2
Acceptability Criteria and Subsequent Action for Cold-Formed
Steel..................................................................................................... 8-6
8-3
Deformation Limits for Cold-Formed Steel........................................... 8-8
B-1
Steel Moment Frame Connection Types (from GSA 2003)..................B-19
C-1
Reinforced Concrete Member Sizes and Reinforcement ..................... C-4
C-2
Required Tie Forces ............................................................................ C-5
C-3
Nonlinear Hinge Properties (absolute rotation in radians) ................... C-8
C-4
Properties of Redesigned Members ....................................................C-14
D-1
Beam and Column Sizes and Groups.................................................. D-4
D-2
Required Tie Forces ............................................................................ D-5
D-3
Nonlinear Hinge Properties (absolute rotation in radians) ................... D-9
D-4
Beam and Column Sections for Final Design ......................................D-14
F-1
Calculated Tie Forces for Barracks Building ........................................ F-3
F-2
Calculations for Tie Force Wood Member and Connection Design ..... F-4
F-3
Load Carrying Elements ......................................................................F-11
F-4
Applied Loading (unfactored)...............................................................F-11
F-5
Acceptability Criteria Check for 8 x 12 S.Y.P. No. 2 Rim Beam...........F-12
F-6
Acceptability Criteria Check for Wall Studs..........................................F-13
F-7
Acceptability Criteria Check for 8 x 12 S.Y.P. No. 2 Girder..................F-15
F-8
Acceptability Criteria Check for Columns (4 2x6 SYP No. 2) ............F-16
F-9
Acceptability Criteria Check for 8 x 12 S.Y.P. No. 2 Rim Beam...........F-18
F-10
Acceptability Criteria Check for Wall Studs (2x6 SYP No. 2) ...............F-19
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