ILLUSTRATIONS (Continued)
Page
D.18 Columm-capacity Interaction Curve for Third-story
Reinforced-concrete Column.
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1.19 Girder Moment-of-inertia Vaiues for Bullding 3
D.20 Joint Rotations for Girderrc of Building 3.
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APPENDIX E
E.1
E.2
E.3
Exterior
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160
161
162
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108
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168
16
ANALYSES
Building 2.
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DYNAMIC ANALY3I8 OF OVERTURNED BLAST WALL
F.1 Details of Overturned Blast Walk.
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¥.2 Dimensions for Rotary Moment-of- inertia Calculation
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F.9
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Comparison of Dynamic Reaction and Blast Load Applied to Second-floor
Masa of Bullding 2.
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Comparison of Dynamic Reaction and Blast Load Applied to Third- flove
Mass of Building 2.
Comparison of Dynamic Reaction and Blast Load Applied to Root Mass ot
APPENDIX F
F.4
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Plan View of Blast Wall
2.
se
ewe «1
Yositive Directions for Roution Analysis ot Blast SYa
4)
TABLES
2.6
CHAPTER 3
DAMAGE SURVEY OF MISCELLANEOUS SIRUCTURES
3.1
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Gross-damage Ovservations
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3
2
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127
3
B.1
B.2
Exterior-wali-displacement Measurements
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Column-ofiset M-asuremen’, .
B.$ Roof-elevation Measurements .
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132
APPENDIX D STRUCTURAL PROPERTIES
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D.1
D.2
Mass of Particular Elemeata
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Column Dead Loads .
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188
D.4
D.5
MR
Masses of Particular Elements
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Colusin Dead Loads .
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Material Properties .
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163
D.3
Moment Capacity of Walls
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lee
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1-12
SECRET ~ RESTRICTED DATA
BS
tee
APPENDIX B DAMAGE-SURVEY DATA FOR STRUCTURS 3.1.1
balthintsihe checalebat ii!
2.5
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deine,
2.4
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sites dead
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DAMAGE SURVEY AND ANALYSIS OF STRUCTURE 3.1.1
Summary of Extertor-wall-offset and Column-olfset Measuremzuts .
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Summary cf Roof-elevation Changes
Comparison of Recorded ard ‘omputed Neflectiona ter Brice z at
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Operation Greenhouse
Computes Maximum Relative Deflections, Shot Mice, ‘Operation Ivy,
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Building 2 .
Computed Final Relative Detlect: cha, "ghet Mike,- Operatica ivy,
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Buliding 2.
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Maximum and Final Deflections tor Building 3..
fe Wheels
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2.1
3.2
2.3
Sa
CHAPTER 2