View Single Post
Old 01-10-2006, 02:41 PM   #162 (permalink)
Willravel
... a sort of licensed troubleshooter.
 
Willravel's Avatar
 
Quote:
Originally Posted by balderdash111
WTC was hit by one of the WTC towers as they collapsed, so it was not just fire. Most of the pics you see are from the north, which faced away from the towers, so you do not see the damage on the south side.
In 1991 One Meridian Plaza in Philidelphia (38 floor building) burned for 18 hours and gutted 8 floors. Building 7 collapsed at 5:20pm eastern time, not 6 hours after firefighters were alerted to fires in the building (the building is estimated to ahve caught fire roughly an hour after the second strike). Compare these two events. The One Meridian fire was substantially larger than the fire in WTC 7, and it burned longer. Yet not only did the Philidelphia tower not implode and collapse in 6.5 seconds, it did not collapse at all. Who said that one of the towers hit the WTC 7?
Quote:
Originally Posted by balderdash111
See above. (And I recall seeing detailed schematics of WTC 7 floor plans in at least one report from the feds, so I'm not sure what your point is on floorplans being classified....other than adding a layer of spookiness)
You had them before they were classified. i called about 6 months ago and they will not release them anymore. Your source had them before this classification was in place. No spookiness about it.
Quote:
Originally Posted by balderdash111
we've been through this before. A rigid structure would tip over if the support were taken out from one side. Like a tree being chopped down.

A building is not a tree. It collapses upon itself if it fails.

I'm not an engineer, but I suspect Martian is right when he says they are designed to do this.
Buildings are partially flexable and partially rigid. I've never seen a building touch the ground during a severe wind storm, but I have seen them sway. What we are talking aobut is degrees of flexability versus rigidness. The building is made from a steel structure that takes quite a bit to bend, and steel supports CAN SNAP when put under enough pressure. The problem is that the rigidness claim doesn't hold up. If the structure of the building was as flexable as you claim, what's to stop the supports on the opposite side of the building BEND and the building falls onto one side? This is all moot of course, because steel can't be melted by airplane fuel, and therefore the structure should have not given at all - whether snapping or bending.
Quote:
Originally Posted by balderdash111
I don't believe the top did collapse first. I assume you are referring to the slight drop in the antenna before the building collapsed to suggest that the top fell first. But wouldn't that also be consistent with the central core beginning to collapse somewhere near the impact, thus lowering all of the structure resting upon it?

These puff lines are above the airplane entry hole. This isn't just the antenna falling. The upper floors poofed first. Poof lines (forgive me I don't know the technical term) can only be formed when the floor below is solid, othewise the necessary compression wouldn't be enough to blow out smoke, dust and debres.

Last edited by Willravel; 01-10-2006 at 03:04 PM..
Willravel is offline  
 

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360