ILLUSTRATIONS (Continued) Page D.18 Columm-capacity Interaction Curve for Third-story Reinforced-concrete Column. . 1.19 Girder Moment-of-inertia Vaiues for Bullding 3 D.20 Joint Rotations for Girderrc of Building 3. . APPENDIX E E.1 E.2 E.3 Exterior . . . . . . . . . ~ » . 160 161 162 .« 108 . 168 16 ANALYSES Building 2. . . . . . : . . : . . . . . . : . » . «188 . 170 DYNAMIC ANALY3I8 OF OVERTURNED BLAST WALL F.1 Details of Overturned Blast Walk. . 7 ¥.2 Dimensions for Rotary Moment-of- inertia Calculation . F.9 ‘ . . Comparison of Dynamic Reaction and Blast Load Applied to Second-floor Masa of Bullding 2. . 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 . . . 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 . Gross-damage Ovservations . , . . 16 UV . » at . . ai . . . 3 2 . . . . . & . . . . . . . . . . 127 3 B.1 B.2 Exterior-wali-displacement Measurements . . Column-ofiset M-asuremen’, . B.$ Roof-elevation Measurements . . . . . . . . . . . . . . 132 APPENDIX D STRUCTURAL PROPERTIES . D.1 D.2 Mass of Particular Elemeata . Column Dead Loads . . . . . . . ° . . . , . . . . . . . » dvd 188 D.4 D.5 MR Masses of Particular Elements . . Colusin Dead Loads . . . Material Properties . . . . . . . . . . . . . . : . . . . . : . . . . . . 163 D.3 Moment Capacity of Walls ee lee eee 1-12 SECRET ~ RESTRICTED DATA BS tee APPENDIX B DAMAGE-SURVEY DATA FOR STRUCTURS 3.1.1 balthintsihe checalebat ii! 2.5 . . deine, 2.4 . . sites dead . DAMAGE SURVEY AND ANALYSIS OF STRUCTURE 3.1.1 Summary of Extertor-wall-offset and Column-olfset Measuremzuts . . Summary cf Roof-elevation Changes Comparison of Recorded ard ‘omputed Neflectiona ter Brice z at . . Operation Greenhouse Computes Maximum Relative Deflections, Shot Mice, ‘Operation Ivy, . . Building 2 . Computed Final Relative Detlect: cha, "ghet Mike,- Operatica ivy, . . . . Buliding 2. . . Maximum and Final Deflections tor Building 3.. fe Wheels : 2.1 3.2 2.3 Sa CHAPTER 2