【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）土木毕业论文课程设计说明书CAD_SOLIDWORKS _模型图纸下载

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【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）土木毕业论文课程设计说明书CAD（ID:646162）

机械设备 / 钢结构支架 / 【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）土木毕业论文课程设计说明书CAD

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【6层】3463平米六层临街商住楼（计算书、施组、部分建筑、结构图）土木毕业论文课程设计说明书CAD

#	文件名称	文件大小
1	16856396514822.zip	6.93M
2	开题报告.doc	94.00K
3	内力组合计算.xls	56.50K
4	内力组合计算表.xls	49.00K
5	抗震计算.xls	21.00K
6	新建MicrosoftExcel工作表.xls	54.00K
7	11.DWG	291.43K
8	11.T	123.25K
9	11KZ.T	100.62K
10	APSR.fnm	0B
11	APSRM.BIT	6.21K
12	APSRM.BWN	23.42K
13	AS1.T	204.35K
14	BEAM.JEK	39.91K
15	BEAM.STB	34.97K
16	beam.stl	193.76K
17	BEAM.TAT	95.04K
18	BJGB.TAT	11.96K
19	BORDER_M.SAT	0B
20	Boundary.PM	1.78K
21	B_XS.SAT	6.52K
22	CHANGKEP.pm	8.81K
23	CHECK.OUT	4.39K
24	CLDAT.PM	280B
25	CLDATSR.PM	280B
26	CLLBDK.PM	3.19K
27	COLM.TAT	3.52K
28	COLMGB.TAT	5.00K
29	COLM_COEF.SAT	5.88K
30	column.stl	380.56K
31	COMBINED_F.SAT	2.25M
32	ComFml.jc	58.61K
33	ContinueSlab.dat	111B
34	DAT1a.pm	5.20K
35	Dat2.pm	36.56K
36	Dat3.pm	18.13K
37	Data.pm	0B
38	DATA.SAT	534.00K
39	Datb.pm	0B
40	DATK.pm	368B
41	DATW.pm	24.38K
42	DISP.SAT	240.70K
43	DISP1.SAT	42.66K
44	EFDY.JC	228B
45	EF_DATA.ef	446.18K
46	F27.EFB	7.17K
47	fort.161	5.81K
48	fort.162	5.81K
49	fort.199	69.35K
50	fort.201	1.44K
51	fort.60	5.51K
52	fort.70	7.56K
53	fort.768	25.19K
54	fort.780	264B
55	fort.801	88B
56	fort.98	2.54K
57	jc0.out	5.17K
58	JC0.T	59.32K
59	jcdat.jc	16.62K
60	jcinitcs.jc	404B
61	JCPM.DWG	736.98K
62	JCPM.T	269.32K
63	jcsr.jc	29.33K
64	JDXYOLD.pm	1.21K
65	LAYDATN.PM	45.88K
66	LGB-1.T	32.29K
67	LOAD.MID	240.40K
68	LOAD.SAT	282.76K
69	LOADPLAN.pm	5.11K
70	LSJ.T	27.03K
71	M.T	35.80K
72	MASS.SAT	6.18K
73	MODE.SAT	305.29K
74	MODI_WIND.SAT	288B
75	MSG.PK	4.30K
76	MSG.PM	488B
77	MULTI_EF.SAT	840B
78	N.T	26.28K
79	NAMEBM	264B
80	NAMECL	36B
81	ND1.T	63.29K
82	OLE.T	16.24K
83	OVER_LAP.SAT	6.57K
84	PK-01	7.12K
85	PK-11	7.12K
86	PK0.PK	3.85K
87	PK1.PK	6.29K
88	PKADD.T	123.25K
89	PKBE	671B
90	PKn.PK	16.67K
91	pk_tat.dat	51.06K
92	pk_test.dat	7.04K
93	PL1.DWG	67.02K
94	PL1.pK	23.82K
95	PL1.T	61.31K
96	PL2.DWG	69.32K
97	PL2.pK	21.18K
98	PL2.T	56.68K
99	PL3.pK	10.59K
100	PL3.T	44.05K
101	PL5.pK	10.59K
102	PL5.T	46.21K
103	PL6.DWG	50.47K
104	PL6.pK	8.91K
105	PL6.T	38.76K
106	pL梁配筋图例.DWG	137.65K
107	pL梁配筋图例.T	56.95K
108	PM1	101.91K
109	pm1.1IT	6.49K
110	pm1.1TA	13.64K
111	pm1.1WN	24.54K
112	pm1.1ZB	25.53K
113	pm1.2IT	6.49K
114	pm1.2TA	13.64K
115	pm1.2WN	24.54K
116	pm1.2ZB	25.53K
117	pm1.3IT	6.49K
118	pm1.3TA	13.64K
119	pm1.3WN	24.54K
120	pm1.3ZB	25.53K
121	pm1.4IT	6.49K
122	pm1.4TA	13.64K
123	pm1.4WN	24.54K
124	pm1.4ZB	25.53K
125	pm1.5IT	6.49K
126	pm1.5TA	13.64K
127	pm1.5WN	24.54K
128	pm1.5ZB	25.53K
129	pm1.6IT	6.49K
130	pm1.6TA	13.64K
131	pm1.6WN	24.54K
132	pm1.6ZB	25.53K
133	pm1.7IT	6.49K
134	pm1.7TA	13.64K
135	pm1.7WN	24.54K
136	pm1.7ZB	25.53K
137	pm1.8IT	6.49K
138	pm1.8TA	13.64K
139	pm1.8WN	24.54K
140	pm1.8ZB	25.53K
141	pm1.9IT	6.49K
142	pm1.9TA	13.64K
143	pm1.9WN	24.54K
144	pm1.9ZB	25.53K
145	pm1.B	101.99K
146	pm1.BIT	6.49K
147	pm1.BT	69.27K
148	pm1.BWN	24.54K
149	pm1.BZB	25.53K
150	PM1.DWG	150.71K
151	PM1.JAN	4.81K
152	pm1.JWN	24.54K
153	pm1.JZB	25.53K
154	pm1.LIT	6.49K
155	pm1.LTA	13.64K
156	PM1.T	69.27K
157	PM2.DWG	70.05K
158	PM2.T	78.85K
159	PM6.DWG	86.18K
160	PM6.T	46.12K
161	PMDA2.pm	18.73K
162	PMLSG.PML	880B
163	PMSJ	0B
164	PMSR.STA	14B
165	PRECAST.PM	156B
166	REIFLOOR.SAT	20B
167	RftPrs.jc	3.91K
168	SAT-K.OUT	3.27K
169	SATWE.T	33.59K
170	SATWE_TO_PM.SAT	4.37K
171	SAT_ADD.PM	0B
172	SAT_DEF.PM	1.64K
173	SAT_TOW.PM	0B
174	SELCOL.DAT	408B
175	SELCOL.PM	408B
176	SHEARCOE.SAT	1000B
177	SLABBAR.STL	25.27K
178	SLABCAL.RTF	61.75K
179	SLABNLAS.STL	176.23K
180	SLOAD.SAT	411B
181	SLOAD2.SAT	216B
182	SPWIND.PM	0B
183	STIF.MID	750.00K
184	STOREY_M.SAT	60B
185	STRU.SAT	137.70K
186	TATDA1.PM	3.48K
187	tat_PK1.OUT	12.71K
188	tat_PKn.OUT	52.12K
189	TOJLQ.SAT	10.79K
190	VECTOR.OUT	514.69K
191	VECTOR.SAT	92.46K
192	VL.EFB	4.19K
193	WALL.MID	288B
194	WALLREC.SAT	14B
195	WBEMR1.T	107.07K
196	WDCNL.OUT	34.07K
197	WDCNL.SAT	53.31K
198	WDCNL.T	27.45K
199	WDISP.OUT	6.17K
200	WFRC.SAT	1.08M
201	WGCPJ.OUT	1.60K
202	WIND.OUT	2.93K
203	WIND.SAT	746B
204	WMASS.OUT	18.45K
205	WNL1.OUT	202.90K
206	WNL2.OUT	177.74K
207	WNL3.OUT	177.74K
208	WNL4.OUT	177.74K
209	WNL5.OUT	177.74K
210	WNL6.OUT	90.06K
211	WORK.CFG	900B
212	WORK.FNM	284B
213	WPJ.SAT	714.26K
214	WPJ1.OUT	284.07K
215	WPJ1.T	72.15K
216	WPJ2.OUT	241.08K
217	WPJ2.T	63.90K
218	WPJ3.OUT	241.08K
219	WPJ3.T	54.59K
220	WPJ4.OUT	241.08K
221	WPJ5.OUT	241.08K
222	WPJ6.OUT	119.07K
223	WPJW1.T	31.72K
224	WPJW2.T	28.72K
225	WPJW4.T	28.72K
226	WPJW5.T	28.72K
227	WPJW6.T	20.57K
228	WV02Q.OUT	2.70K
229	WWNL1.OUT	202.90K
230	WWNL2.OUT	177.74K
231	WWNL3.OUT	177.74K
232	WWNL4.OUT	177.74K
233	WWNL5.OUT	177.74K
234	WWNL6.OUT	90.06K
235	WZQ.OUT	22.46K
236	ZGB-1.T	32.99K
237	ZJ.T	26.40K
238	ZPM0.T	27.52K
239	ZPM1.DWG	98.31K
240	ZPM1.T	30.57K
241	ZPM2.DWG	56.78K
242	ZPM2.T	36.28K
243	ZPM4.DWG	28.31K
244	ZPM4.T	27.53K
245	ZPM6.DWG	28.31K
246	ZPM6.T	27.53K
247	_.T	37.64K
248	基础基本参数.txt	3.22K
249	板计算结果01.T	27.81K
250	板计算结果02.T	26.57K
251	板计算结果06.T	22.15K
252	模型错误检查.txt	75B
253	1层平面图（手绘）.dwg	61.91K
254	屋顶排水.dwg	61.32K
255	建筑设计说明.dwg	65.25K
256	标准层平面图（手绘）.dwg	84.92K
257	楼梯坡面左立面.dwg	101.27K
258	正立面（手绘）.dwg	52.82K
259	背立面.dwg	139.91K
260	结构封面.doc	204.50K
261	结构设计图总汇.dwg	181.24K
262	结构设计手算书.doc	2.70M
263	结构设计表总汇.doc	1.11M
264	施工组织设计.dwg	121.20K
265	施工组织设计转载）.doc	130.00K
266	11KZ.DWG	291.43K
267	11轴框架配筋图和一层标准层板配筋图.dwg	252.21K
268	1层柱配.dwg	67.07K
269	PL梁配筋图例.DWG	60.46K
270	一层标准层梁配.dwg	107.30K
271	一层梁配.dwg	67.02K
272	基础结构配筋图.DWG	249.10K
273	屋顶梁配.dwg	47.89K
274	标准层梁配.dwg	69.32K
275	电算结构设计信息.doc	73.00K