5247平米,四层教学楼(计算书、PKPM模型、建筑图、部分结构图)土木毕业论文课程设计说明书CAD(ID:646372)
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1 | 16856400814045.zip | 10.37M |
2 | .T | 0B |
3 | 001 | 340.47K |
4 | 001.1IT | 5.82K |
5 | 001.1TA | 21.13K |
6 | 001.1WN | 23.72K |
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47 | 001.JZB | 39.87K |
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49 | 001.LTA | 21.13K |
50 | 1层柱配筋详图.DWG | 156.17K |
51 | 1层柱配筋详图.T | 61.65K |
52 | 1层配筋图.T | 64.39K |
53 | 2层配筋图.DWG | 96.86K |
54 | 2层配筋图.T | 64.68K |
55 | 3D.T | 29.72K |
56 | 4层柱平法配筋图.DWG | 104.77K |
57 | 4层柱平法配筋图.T | 59.27K |
58 | 4层柱配筋详图.T | 68.93K |
59 | 4层梁平法配筋图.DWG | 63.73K |
60 | 4层梁平法配筋图.T | 50.20K |
61 | 4层配筋图.T | 53.48K |
62 | APSR.fnm | 0B |
63 | APSRM.BIT | 5.82K |
64 | APSRM.BWN | 23.72K |
65 | AS1.T | 247.53K |
66 | BEAM.JEK | 23.73K |
67 | BEAM.STB | 23.44K |
68 | beam.stl | 161.57K |
69 | BEAM.TAT | 65.47K |
70 | BJGB.TAT | 6.88K |
71 | BLOCK.SLB | 12.32K |
72 | BORDER_M.SAT | 0B |
73 | B_XS.SAT | 4.48K |
74 | B柱配筋图.DWG | 77.24K |
75 | B柱配筋图.T | 48.59K |
76 | CHANGKEP.pm | 12.78K |
77 | CHECK.OUT | 3.15K |
78 | CHKPM.t | 52.55K |
79 | CLDAT.PM | 2.73K |
80 | CLDATSR.PM | 2.73K |
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82 | COLM.TAT | 7.03K |
83 | COLMGB.TAT | 6.33K |
84 | COLM_COEF.SAT | 7.52K |
85 | column.stl | 179.23K |
86 | COMBINED_F.SAT | 1.77M |
87 | CRANELIB.LIB | 7.55K |
88 | D-L.T | 35.74K |
89 | DAT1a.pm | 8.07K |
90 | Dat2.pm | 49.05K |
91 | Dat3.pm | 26.36K |
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94 | DAT6.pm | 0B |
95 | DAT7.pm | 0B |
96 | DAT8.pm | 0B |
97 | DAT9.pm | 0B |
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100 | DATA.SLB | 95.46K |
101 | DATB.pm | 0B |
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103 | DATW.pm | 19.41K |
104 | DISP.SAT | 124.48K |
105 | DISP1.SAT | 31.13K |
106 | ELEV-F.T | 25.26K |
107 | fort.161 | 5.81K |
108 | fort.162 | 11.62K |
109 | fort.199 | 45.09K |
110 | fort.201 | 384B |
111 | fort.597 | 29.06K |
112 | fort.599 | 1.03K |
113 | fort.60 | 5.26K |
114 | fort.611 | 59.34K |
115 | fort.70 | 10.39K |
116 | fort.701 | 173.28K |
117 | fort.768 | 17.29K |
118 | fort.780 | 176B |
119 | fort.801 | 88B |
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121 | fort.98 | 4.06K |
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123 | JDXYOLD.pm | 1.11K |
124 | KLM.T | 28.73K |
125 | L-L.T | 33.02K |
126 | L-W.T | 21.81K |
127 | LAYDATN.PM | 84.49K |
128 | LGB-1.T | 52.52K |
129 | LGB-2.T | 31.48K |
130 | LGB-3.T | 31.48K |
131 | LGB-4.T | 30.76K |
132 | LOAD.MID | 124.24K |
133 | LOAD.SAT | 171.70K |
134 | LOADPLAN.pm | 3.04K |
135 | LSJ.T | 27.82K |
136 | MASS.SAT | 4.03K |
137 | MODE.SAT | 162.31K |
138 | MODI_WIND.SAT | 192B |
139 | MSG.PK | 4.30K |
140 | MSG.PM | 488B |
141 | MULTI_EF.SAT | 600B |
142 | NAMEBM | 312B |
143 | NAMECL | 72B |
144 | OVER_LAP.SAT | 4.51K |
145 | PK-01 | 4.99K |
146 | PK-8 | 6.97K |
147 | PK0.PK | 3.36K |
148 | PK1.PK | 4.15K |
149 | PKADD | 629B |
150 | PKBE | 629B |
151 | PKn.PK | 10.60K |
152 | pk_tat.dat | 32.50K |
153 | pk_test.dat | 4.46K |
154 | PL1.DWG | 74.46K |
155 | PL1.pK | 10.19K |
156 | PL1.PLT | 34.23K |
157 | PL1.T | 49.81K |
158 | PL1.wmf | 64.15K |
159 | PL2.pK | 20.38K |
160 | PL2.T | 49.98K |
161 | PL4.pK | 9.55K |
162 | PL4.T | 35.88K |
163 | pL梁配筋图例.T | 71.19K |
164 | PM-LOAD.zip | 4.92K |
165 | PM1.T | 125.48K |
166 | PMDA2.pm | 26.21K |
167 | PMLSG.PML | 880B |
168 | PMSR.STA | 14B |
169 | pmwg.t | 22.45K |
170 | PP1.T | 21.34K |
171 | PP2.T | 21.34K |
172 | PP3.T | 21.34K |
173 | PP4.T | 23.05K |
174 | PRECAST.PM | 184B |
175 | PRELOAD.SLB | 0B |
176 | R-W.T | 21.81K |
177 | RectAxis.dat | 279B |
178 | REIFLOOR.SAT | 20B |
179 | SAT-K.OUT | 2.72K |
180 | SATWE_TO_PM.SAT | 3.57K |
181 | SAT_ADD.PM | 204B |
182 | SAT_ADD_COLF.PM | 39.06K |
183 | SAT_ADD_COLFS.PM | 156.25K |
184 | SAT_ADD_ZFLAG.PM | 112B |
185 | SAT_BDD.PM | 2.36K |
186 | SAT_DEF.PM | 1.64K |
187 | SAT_TOW.PM | 0B |
188 | SELCOL.DAT | 408B |
189 | SELCOL.PM | 408B |
190 | SHEARCOE.SAT | 1000B |
191 | Slab.Def | 148B |
192 | SLABBAR.STL | 11.16K |
193 | SLABIN001.SLB | 7.42K |
194 | SLABNLAS.STL | 317.39K |
195 | SLOAD.SAT | 289B |
196 | SLOAD2.SAT | 144B |
197 | SPWIND.PM | 0B |
198 | STIF.MID | 1.46M |
199 | STIF.SLB | 6.59M |
200 | StifDead.MID | 1.46M |
201 | STOREY_M.SAT | 44B |
202 | STRU.SAT | 91.64K |
203 | SUBSTIF.SLB | 2.87M |
204 | TATDA1.PM | 3.19K |
205 | tat_PK1.OUT | 8.46K |
206 | tat_PKn.OUT | 33.14K |
207 | TOJLQ.SAT | 8.03K |
208 | VECTOR.OUT | 301.66K |
209 | VECTOR.SAT | 48.09K |
210 | WALL.MID | 192B |
211 | WALLF.T | 651.40K |
212 | WALLREC.SAT | 14B |
213 | WBEM1.T | 69.16K |
214 | WBEMF1.T | 106.29K |
215 | WDCNL.OUT | 52.85K |
216 | WDCNL.SAT | 66.38K |
217 | WDCNL.T | 34.61K |
218 | WDISP.OUT | 5.45K |
219 | WFRC.SAT | 865.31K |
220 | WGCPJ.OUT | 728B |
221 | WIND.OUT | 4.46K |
222 | WIND.SAT | 532B |
223 | WMASS.OUT | 19.17K |
224 | WNL1.OUT | 196.76K |
225 | WNL2.OUT | 196.76K |
226 | WNL3.OUT | 196.76K |
227 | WNL4.OUT | 187.69K |
228 | WORK.CFG | 900B |
229 | WORK.FNM | 284B |
230 | WPJ.SAT | 509.57K |
231 | WPJ1.OUT | 272.32K |
232 | WPJ1.T | 70.71K |
233 | WPJ2.OUT | 263.32K |
234 | WPJ2.T | 80.71K |
235 | WPJ3.OUT | 263.32K |
236 | WPJ3.T | 80.71K |
237 | WPJ4.OUT | 250.70K |
238 | WPJ4.T | 78.46K |
239 | WPJW1.T | 32.82K |
240 | WV02Q.OUT | 2.09K |
241 | WWNL1.OUT | 196.76K |
242 | WWNL2.OUT | 196.76K |
243 | WWNL3.OUT | 196.76K |
244 | WWNL4.OUT | 187.69K |
245 | WZQ.OUT | 15.50K |
246 | ZGB-1.T | 36.20K |
247 | ZGB-2.T | 36.20K |
248 | ZJ.T | 23.00K |
249 | ZPM.T | 25.88K |
250 | ZPM1.T | 48.86K |
251 | ZPM4.T | 45.37K |
252 | 一层梁平法配筋图.DWG | 96.74K |
253 | 一层梁平法配筋图.T | 64.56K |
254 | 一层梁配筋详图.DWG | 62.70K |
255 | 一层梁配筋详图.T | 35.30K |
256 | 一层楼板配筋图.DWG | 288.89K |
257 | 一层楼板配筋图.T | 116.75K |
258 | 一层配筋图.T | 44.28K |
259 | 板计算结果01.T | 14.73K |
260 | 模型错误检查.txt | 96B |
261 | DAT1a.pm | 8.07K |
262 | DAT2.pm | 49.05K |
263 | DAT3.pm | 26.36K |
264 | PL1.DWG | 96.91K |
265 | 修改后梁柱相对线刚度.dwg | 66.81K |
266 | 图2-1计算简图.dwg | 128.53K |
267 | 图2.5-1楼层水平地震作用计算.dwg | 73.97K |
268 | 图2.5-2横向水平地震作用下M图.dwg | 93.19K |
269 | 图2.5-3横向水平地震作用下V图(kN).dwg | 106.16K |
270 | 图2.5-4横向水平地震作用下N图(kN).dwg | 79.78K |
271 | 图4-1结构布置图.DWG | 97.16K |
272 | 框架传力图.dwg | 84.81K |
273 | 桩埋深布置示意图.dwg | 104.00K |
274 | 梁、墙、窗自重传力计算简图.dwg | 99.09K |
275 | 楼层风荷载作用标准值.dwg | 66.25K |
276 | 楼板自重传力计算简图.dwg | 134.22K |
277 | 水平风荷载内力图.dwg | 78.41K |
278 | 竖向可变荷载内力图.dwg | 81.41K |
279 | 竖向永久荷载内力图.dwg | 146.16K |
280 | 1-14轴正立面,四层平面图.dwg | 325.76K |
281 | 1-1剖面图,d-a轴立面图.dwg | 171.32K |
282 | acaddoc.lsp | 2B |
283 | 图纸目录.dwg | 38.98K |
284 | 图纸说明.dwg | 55.43K |
285 | 屋顶平面图.dwg | 109.19K |
286 | 底层平面图、二、三层平面图.dwg | 317.41K |
287 | 01图纸目录.dwg | 33.88K |
288 | 02结构总说明.dwg | 815.72K |
289 | 03布置图、一层楼板配筋图.dwg | 387.64K |
290 | 04一层梁柱平法配筋图.dwg | 224.76K |
291 | 05-4层梁平法配筋图.dwg | 188.05K |
292 | 06一层梁柱配筋详图.dwg | 197.34K |
293 | 07基础布置图.dwg | 225.61K |
294 | 2.5-3结构刚重比和剪重比验算.xls | 15.00K |
295 | 内力组合.xls | 120.50K |
296 | 反弯点、水平地震.xls | 72.50K |
297 | 柱截面设计.xls | 25.50K |
298 | 框架抗侧移总刚度计算表.xls | 57.50K |
299 | 梁配筋计算用表.xls | 28.00K |
300 | 楼板配筋(双向xjc).xls | 61.50K |
301 | 竖向内力力矩分配法2.xls | 131.50K |
302 | 竖向梁固端弯矩.xls | 15.50K |
303 | 风荷载标准值计算2.xls | 46.50K |
304 | 1、封面.doc | 25.50K |
305 | 2、中文摘要.doc | 22.00K |
306 | 3、英文摘要.doc | 20.50K |
307 | 4、目录.doc | 40.00K |
308 | 5、前言.doc | 18.00K |
309 | 6、1建筑设计.doc | 369.00K |
310 | 7、2上部结构设计.doc | 237.50K |
311 | 8、2.5水平地震作用计算.doc | 595.00K |
312 | 9、2.10框架梁、柱配筋计算.doc | 630.00K |
313 | 9、2.6风荷载标准值计算.doc | 405.50K |
314 | 9、2.7-2.8竖向荷载内力计算.doc | 1.03M |
315 | 9、2.9框架梁柱内力组合.doc | 770.50K |
316 | 9、3基础设计.doc | 238.00K |
317 | 9、4楼板设计.doc | 213.00K |
318 | 9、5楼梯的设计.doc | 73.50K |
319 | 9、6电算与手算的分析比较.doc | 69.00K |
320 | 9、7毕业设计总结.doc | 27.00K |
321 | 9、8致谢.doc | 23.50K |
322 | 9、9参考文献.doc | 26.50K |
323 | 附录1毕业设计任务书.doc | 47.00K |
324 | 附录2PKPM软件包软件电算结果.doc | 213.00K |
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活泼的小霸王
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加入时间:2022-10-08

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文件大小:10.62M
所需金币:22
上传时间:2023-06-02 01:21:23
是否可编辑:可修改,包括参数
版本:AutoCAD 2000
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