4347平方，六层政府办公楼（计算书、建筑、结构图、PKPM模型、施组）土木毕业论文课程设计说明书CAD_AutoCAD 2000_模型图纸下载

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4347平方，六层政府办公楼（计算书、建筑、结构图、PKPM模型、施组）土木毕业论文课程设计说明书CAD（ID:646353）

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4347平方，六层政府办公楼（计算书、建筑、结构图、PKPM模型、施组）土木毕业论文课程设计说明书CAD

#	文件名称	文件大小
1	16856400432094.zip	6.47M
2	.LTT	4.69K
3	2.DWG	266.60K
4	2.T	118.18K
5	3D_VIEW.T	171.96K
6	A	1.95K
7	APSR.fnm	0B
8	APSRM.BIT	3.24K
9	APSRM.BWN	7.72K
10	AS1.T	139.42K
11	BEAM.JEK	3.05K
12	BEAM.STB	81.07K
13	beam.stl	80.09K
14	BEAM.TAT	74.30K
15	BJGB.TAT	10.13K
16	BORDER_M.SAT	0B
17	B_XS.SAT	5.10K
18	CHANGKEP.pm	7.06K
19	CHECK.OUT	5.00K
20	CLDAT.PM	280B
21	CLDATSR.PM	280B
22	CLLBDK.PM	3.20K
23	COLM.TAT	3.91K
24	COLMGB.TAT	4.43K
25	COLM_COEF.SAT	5.18K
26	column.stl	26.11K
27	COMBINED_F.SAT	1.77M
28	ComFml.jc	58.61K
29	D-M.T	33.46K
30	DAT1a.pm	4.45K
31	Dat2.pm	27.18K
32	Dat3.pm	14.52K
33	Data.pm	0B
34	DATA.SAT	429.93K
35	Datb.pm	0B
36	DATK.pm	416B
37	DATW.pm	19.69K
38	DISP.SAT	197.66K
39	DISP1.SAT	46.19K
40	EFDY.JC	228B
41	fort.161	5.81K
42	fort.199	55.50K
43	fort.201	1.44K
44	fort.60	5.35K
45	fort.70	6.69K
46	fort.768	19.65K
47	fort.780	308B
48	fort.801	88B
49	fort.98	1.83K
50	jc0.out	42.17K
51	JC0.T	35.56K
52	jcdat.jc	5.57K
53	jcinitcs.jc	404B
54	JCPM.DWG	283.19K
55	JCPM.T	100.80K
56	jcsr.jc	20.84K
57	JDXYOLD.pm	964B
58	JG	47.85K
59	JG.JAN	4.07K
60	JG.JWN	15.13K
61	JG.JZB	23.23K
62	JG.LIT	648B
63	JG.LTA	10.30K
64	JG.ZIP	36.93K
65	KLM.T	34.30K
66	LAYDATN.PM	44.27K
67	LGB-1.T	27.66K
68	LGB-2.T	27.66K
69	LGB-3.T	27.66K
70	LGB-4.T	27.66K
71	LGB-5.T	27.66K
72	LGB-6.T	27.66K
73	LGB-7.T	18.91K
74	LOAD.MID	197.34K
75	LOAD.SAT	189.46K
76	LOADPLAN.pm	4.10K
77	LSJ.T	25.97K
78	lt	9.86K
79	lt.B	10.07K
80	lt.BWN	7.91K
81	lt.BZB	1.13K
82	lt.DY	43.95K
83	lt.gjt	5.52K
84	lt.JAN	76B
85	lt.JWN	7.95K
86	lt.JZB	1.13K
87	lt.LTT	4.79K
88	lt1	9.86K
89	lt1.B	10.07K
90	lt1.BWN	7.91K
91	lt1.BZB	1.13K
92	lt1.DY	43.95K
93	lt1.gjt	5.52K
94	lt1.JAN	76B
95	lt1.JWN	7.95K
96	lt1.JZB	1.13K
97	lt1.LTT	4.79K
98	lt1tmlib.LT	65B
99	lt1TP1.t	21.71K
100	lt2	9.86K
101	lt2.B	9.86K
102	lt2.BWN	7.95K
103	lt2.BZB	1.13K
104	lt2.DY	43.95K
105	lt2.gjt	5.52K
106	lt2.JAN	76B
107	lt2.JWN	7.95K
108	lt2.JZB	1.13K
109	lt2.LTT	4.79K
110	lt2LT1.T	20.57K
111	lt2LT2.T	20.57K
112	lt2LT3.bak	71.44K
113	lt2LT3.DWG	48.61K
114	lt2LT3.T	70.63K
115	lt2LT4.DWG	4.54K
116	lt2LT4.T	20.66K
117	lt2LtPm.t	13.47K
118	lt2TB11.T	17.38K
119	lt2TB12.T	16.36K
120	lt2tmlib.LT	260B
121	lt2TP1.t	23.55K
122	LTB-1.DWG	155.20K
123	LTB-1.T	73.59K
124	LTSRW.CFG	900B
125	LTSRW.FNM	42B
126	lttmlib.LT	65B
127	ltTP1.t	21.71K
128	MASS.SAT	4.95K
129	MODE.SAT	245.43K
130	MODI_WIND.SAT	336B
131	MSG.PK	4.30K
132	MSG.PM	488B
133	MULTI_EF.SAT	960B
134	NAMEBM	180B
135	NAMECL	36B
136	OVER_LAP.SAT	5.15K
137	PK-3	6.92K
138	PK0.PK	3.75K
139	PK1.PK	6.02K
140	PKADD	659B
141	PKBE	659B
142	PKn.PK	15.89K
143	pk_tat.dat	48.76K
144	pk_test.dat	6.70K
145	PL1.DWG	91.63K
146	PL1.pK	7.56K
147	PL1.T	43.06K
148	PL2.DWG	91.63K
149	PL2.pK	7.56K
150	PL2.T	51.77K
151	PL3.DWG	91.63K
152	PL3.pK	7.56K
153	PL3.T	51.77K
154	PL4.DWG	91.63K
155	PL4.pK	7.56K
156	PL4.T	51.77K
157	PL5.DWG	91.63K
158	PL5.pK	7.56K
159	PL5.T	51.77K
160	PL6.DWG	90.81K
161	PL6.pK	7.56K
162	PL6.T	51.21K
163	PL7.DWG	14.32K
164	PL7.pK	526B
165	PL7.T	23.24K
166	PM1.DWG	179.57K
167	PM1.T	102.16K
168	PM2.DWG	179.57K
169	PM2.T	102.16K
170	PM3.DWG	179.57K
171	PM3.T	102.16K
172	PM4.DWG	179.57K
173	PM4.T	102.16K
174	PM5.DWG	179.57K
175	PM5.T	83.31K
176	PM6.DWG	179.55K
177	PM6.T	102.17K
178	PM7.DWG	25.13K
179	PM7.T	28.04K
180	PMDA2.pm	16.52K
181	PMLSG.PML	880B
182	PMSR.STA	14B
183	PRECAST.PM	184B
184	RectAxis.dat	231B
185	REIFLOOR.SAT	20B
186	RftPrs.jc	3.91K
187	ROTATE.LT	16B
188	SAT-K.OUT	3.55K
189	SATWE_TO_PM.SAT	3.56K
190	SAT_ADD.PM	204B
191	SAT_ADD_ZFLAG.PM	256B
192	SAT_DEF.PM	1.64K
193	SAT_TOW.PM	696B
194	SBDAT.LT	4.88K
195	SCDAT1.LT	680B
196	SELCOL.DAT	408B
197	SELCOL.PM	408B
198	SHEARCOE.SAT	1000B
199	SimpleBz.PM	72B
200	SLABBAR.STL	48.50K
201	SLABNLAS.STL	5.78K
202	SLOAD.SAT	472B
203	SLOAD2.SAT	252B
204	SPWIND.PM	0B
205	Stdat1.lt	744B
206	STEP.LT	968B
207	STIF.MID	750.00K
208	STOREY_M.SAT	68B
209	STRU.SAT	107.74K
210	TATDA1.PM	2.79K
211	tat_PK1.OUT	12.17K
212	tat_PKn.OUT	49.68K
213	TB1.LT	52B
214	TJ11.T	27.27K
215	TOJLQ.SAT	8.71K
216	TOWER.T	28.38K
217	VECTOR.OUT	408.35K
218	VECTOR.SAT	74.00K
219	WALL.MID	336B
220	WALLF.T	28.45K
221	WALLREC.SAT	14B
222	WBEM1.T	50.22K
223	WDCNL.OUT	25.31K
224	WDCNL.SAT	47.72K
225	WDISP.OUT	9.24K
226	WFRC.SAT	865.90K
227	WGCPJ.OUT	1.24K
228	WIND.OUT	2.22K
229	WIND.SAT	853B
230	WMASS.OUT	19.30K
231	WNL1.OUT	132.00K
232	WNL2.OUT	132.00K
233	WNL3.OUT	132.00K
234	WNL4.OUT	132.00K
235	WNL5.OUT	132.00K
236	WNL6.OUT	132.00K
237	WNL7.OUT	11.96K
238	WORK.CFG	900B
239	WORK.FNM	284B
240	WPJ.SAT	551.56K
241	WPJ1.OUT	185.33K
242	WPJ1.T	53.28K
243	WPJ2.OUT	176.34K
244	WPJ2.T	53.27K
245	WPJ3.OUT	176.34K
246	WPJ3.T	53.27K
247	WPJ4.OUT	176.34K
248	WPJ4.T	52.66K
249	WPJ5.OUT	176.34K
250	WPJ5.T	52.43K
251	WPJ6.OUT	176.34K
252	WPJ6.T	53.37K
253	WPJ7.OUT	14.04K
254	WPJ7.T	12.48K
255	WPJC1.T	18.62K
256	WPJC2.T	22.99K
257	WPJC3.T	22.99K
258	WPJC4.T	22.99K
259	WPJC5.T	22.99K
260	WPJC6.T	22.99K
261	WPJC7.T	9.98K
262	WPJW1.T	23.93K
263	WPJW2.T	23.93K
264	WPJW3.T	23.93K
265	WPJW4.T	23.93K
266	WPJW5.T	23.93K
267	WPJW6.T	23.93K
268	WPJW7.T	10.68K
269	WV02Q.OUT	3.01K
270	WWNL1.OUT	132.00K
271	WWNL2.OUT	132.00K
272	WWNL3.OUT	132.00K
273	WWNL4.OUT	132.00K
274	WWNL5.OUT	132.00K
275	WWNL6.OUT	132.00K
276	WWNL7.OUT	11.96K
277	WZQ.OUT	24.44K
278	XY.LT	349B
279	ZGB-1.T	28.06K
280	ZGB-2.T	28.06K
281	ZGB-3.T	28.06K
282	ZGB-4.T	28.06K
283	ZGB-5.T	28.06K
284	ZGB-6.T	28.06K
285	ZGB-7.T	18.75K
286	ZJ.T	25.97K
287	ZPM1.DWG	50.33K
288	ZPM1.T	33.73K
289	ZPM2.DWG	50.33K
290	ZPM2.T	33.73K
291	ZPM3.DWG	50.33K
292	ZPM3.T	33.73K
293	ZPM4.DWG	50.33K
294	ZPM4.T	33.73K
295	ZPM5.DWG	50.33K
296	ZPM5.T	33.73K
297	ZPM6.DWG	50.33K
298	ZPM6.T	33.73K
299	ZPM7.DWG	16.55K
300	ZPM7.T	22.18K
301	板计算结果01.T	24.24K
302	板计算结果02.T	24.24K
303	板计算结果03.T	24.24K
304	板计算结果04.T	24.24K
305	板计算结果05.T	24.24K
306	板计算结果06.T	24.24K
307	板计算结果07.T	18.29K
308	模型错误检查.txt	96B
309	建施图.dwg	2.34M
310	施工总平面布置图.dwg	79.58K
311	结施图.dwg	950.98K
312	网络图.dwg	75.64K
313	文献综述.doc	39.00K
314	文献综述格式.doc	42.00K
315	10楼梯的计算.doc	277.00K
316	11基础设计.doc	223.50K
317	12施工组织.doc	262.00K
318	13附录.doc	113.50K
319	14参考文献.doc	29.50K
320	15致谢.doc	26.00K
321	1封面.doc	24.00K
322	2摘要.doc	32.00K
323	3目录.doc	66.00K
324	4工程概况.doc	270.00K
325	5板.doc	158.00K
326	6次梁.doc	130.50K
327	7框架结构.doc	1.13M
328	8框架内力组合.doc	176.50K
329	9框架配筋.doc	356.50K