UFC 4-023-03
25 January 2005
FIGURES, CONTINUED
Figure
Title
Page
C-5
Nonlinear Hinge Definition ................................................................... C-8
C-6
Completed Static Nonlinear Model ...................................................... C-9
C-7
Input Screens for Nonlinear Hinge Properties......................................C-10
C-8
Progressive Collapse Load Combination Input ....................................C-11
C-9
Hinges and Deformed Shape (isometric view).....................................C-12
C-10
Hinges and Deformed Shape (x-x single bay) .....................................C-13
C-11
Hinges and Deformed Shape (y-y single bay) .....................................C-13
C-12
Hinges and Deformed Shape for Final Design.....................................C-14
D-1
Steel Building Plan............................................................................... D-2
D-2
Steel Building Elevation ....................................................................... D-3
D-3
Steel Beam to Column Connection Typical Tie Force
Calculation Example ............................................................................ D-6
D-4
Plan of Removed Column .................................................................... D-7
D-5
Elevation of Removed Column ............................................................ D-7
D-6
Nonlinear Hinge Definition ................................................................... D-8
D-7
Completed Nonlinear Static Model ......................................................D-10
D-8
Input Screens for Nonlinear Hinge Properties......................................D-11
D-9
Progressive Collapse Load Combination Input ....................................D-12
D-10
Hinges and Deformed Shape (isometric view).....................................D-13
D-11
Hinges and Deformed Shape (x-x single bay) .....................................D-13
D-12
Hinges and Deformed Shape (y-y single bay) .....................................D-14
D-13
Hinges and Deformed Shape for Final Design.....................................D-15
E-1
Wood Ledger Wood Joist Support at Exterior Brick Cavity Wall ..........D-15
E-2
Steel Ledger Wood Joist Support at Exterior Brick Cavity Wall ...........D-15
E-3
Wood Rafter at Exterior Block Wall......................................................D-15
E-4
Wood Joist Perpendicular to Brick Cavity Wall Joist Hanger Support..D-15
E-5
Wood Joist Parallel to Brick Cavity Wall Joist Hanger Support............D-15
E-6
Precast Concrete Slab Through Brick Cavity Interior Wall...................D-15
E-7
Precast Concrete Slab at Brick Cavity Exterior Wall ............................D-15
E-8
Precast Floor Planks at Exterior Block Wall.........................................D-15
E-9
Precast Floor Planks Through Interior Block Wall................................D-15
E-10
Cast in Place Floor at Block Exterior Wall............................................D-15
E-11
Cast in Place Floor Through Block Interior Wall ..................................D-15
F-1
Depiction of Barracks Buildings Used in Tie Force Example. .............. F-2
F-2
Framing Plan Schematic for Barracks Building.................................... F-2
F-3
Schematic of Internal and Horizontal Ties ........................................... F-6
F-4
Schematic of Peripheral and Horizontal Ties; N-S Detail..................... F-6
F-5
Schematic of Peripheral and Horizontal Ties; E-W Detail .................... F-7
F-6
Holdown Installation for Vertical Ties (Single Shear Shown) ............... F-8
F-7
Illustrations of Rim Beam Use in Wood Frame Construction ............... F-9
F-8
Illustration of Potential Bridging Mechanism Utilizing Rim Beam .........F-10
F-9
Potential Redistribution of Floor Loads ................................................F-10
F-10
Cross Section of North-South Exterior Wall .........................................F-14
F-11
Cellular Layout.....................................................................................F-17
F-12
Notional Exterior Load Bearing Wall Removal .....................................F-18
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