Anna University Mini Project

1. 1
CHAPTER 1
INTRODUCTION
1.1 GENERAL
The project is to Construct a Ladies Hostel in M.A.R
Campus. The Hostel Building is an G+3 Building with an overall Plinth Area is
16072.89 m2. The Ground Floor consist of Visitor Hall, Security Room,
Prayer Hall, Warden room, Gym, Guest room, T.V Hall, Kitchen &Mess Hall.
The Other Three Floors consist of 30 Rooms per one Floor. Each Rooms
Consist of Writing & Reading Table, Stepped cot, Attached Bath room &
Toilet . STAAD pro 2008 enables a Faster Approach to The Analysis And
Design of the Framed Structures.
1.2 ANALYSIS
Analysis of the structure can be done either manual method or by
using software. Analysis of the structure is done by using the software package
STAAD Pro 2008 with the aid of this software the analysis of the structure is
simple and comfortable for Civil Engineers. Various load combination can be
easily analyzed using this software. The shear force and bending moment for
Individual as well as composite members can be easily obtained. The analysis is
usually a time consuming process. By using this software we can save the time.

2. 2
1.3 DESIGN
Using the data obtained from the STAAD analysis, the design
is done manually by limit state method of design. The design of beams and
columns are done for its maximum moments. The designs can be done manually
with the help of the codal provisions namely IS456-2000, SP16 etc., using limit
state method of design.
1.4 DESIGN PHILOSOPHY
Reinforced concrete structure can be designed by using one of
the following design philosophies.
 Working stress method (WSM)
 Ultimate load method (ULM)
 Limit state method (LSM)
Working stress method used over decades is now practically
out dated it is not used at all in many advanced countries of the world because
of its inherent drawback. The latest IS code gives emphasis on limit state
method which is the modified version of ultimate load method.
It is a judicious amalgamation of WSM and ULM removing
all drawbacks of both methods but maintaining their good points.
Limit state method has proved to have an edge over the
working stress design from the view point of economy. The Government
departments and large consulting firms are switching over to this method.
1.5 R.C.C WORK
1.5.1 COLUMN
The column will be provide for the size of 0.3mx0.3m and
height of the column is 3.2m in R.C.C cement concreteM20 grade mix in using
12mm HYSD metal bars.
1.5.2 BEAM

3. 3
The beam will be provide with size of 0.45X0.3m in R.C.C
cement concreteM20 grade mix in using 20mm HYSD metal bars.
1.5.3 FOOTING
The foundation for all footing will be in R.C.C cement concrete
M20 grade mix in using 16mm HYSD 800mm thick with plan area 2x2m
footing will be 4500mm below the ground level
1.6 SCOPE:
In the construction industry the design and structural engineers
have switched to the technology tools. In this project efforts are made to
completely utilize the software for the static analysis and dynamic analysis of
the frame structure and to reinforce the correctness of use of software namely
STAAD pro and design is carried out manually using the analysis results.
1.7 OBJECTIVE OF THE PRESENT PROJECT
 Planning, analysis and designing of hostel block RC framed structure.
 Analyses the frame structure both statically and dynamically.
 Design of the structural elements suchas beams and columns using
STAAD Pro 2008 analysis result.

4. 4
CHAPTER 2
LITERATURE REVIEW
2.1 GENERAL
A critical summary and an assessment of the current state of
knowledge or current state of the art in a particular field.
The ability to carry out a literature review is an important skill for
any student. It will provide you with to place your assignments regardless of the
module you are studying. Practically any assignment, gathering information to
refuge or support specific arguments, and writing about our findings.
Understanding the literature in your research topic will prevent you from
repeating previous errors, or redoing work which has already been done. It will
also give you insights into aspects of your topic which might be worthy of
exploration and future research.
Design has many meanings and perspectives. Design is primary a
communication process its purposeis to convey information about a productor
an organization to consumers or clients. DESIGN CREATS Satisfaction for
consumers and profits for the company and essential to strategic marketing
planning.
2.2 LITERATURE REVIEW.
C.K. Wang and C.G. salmon (2011) gives ideas to calculate
quantities and specifications for construction and fabrication. The drift
was kept to within H/500, where theory for design adapted was, from
text books by C.K. Wang and C.G. salmon in Reinforced Concrete Design
and J.G. Mc Grager, Reinforced Concrete Design, and S.Rajasekaran,
Finite element method.

5. 5
Fred Carrie, Abraham Pinales and Antonio Duarte, (2011)
made project under the structural analysis and design of 4 story
multistory building complex for the hostel for legislators of Tamil Nadu
State in Salem, Tamil Nadu, in India, is described herein. This is a result
of a senior thesis project completed by 3 senior students. Fred Carrie,
Abraham Pinales and Antonio Duarte, of Worcester Polytechnic Institute,
Worcester, Massachusetts, carried out at its India Project Centre, at
PSG College of Technology, Coimbatore, India. Salem is a sister city of
Salem, Massachusetts. Gravity and Lateral loads were determined using
Canadian Code 1995, ANSI Standards 1995 and Indian Standards 1990.
Colin clipson (1990), a leading proponent of design management
adds that, “All outcomes of design are imbued with some symbolic or emotive
content; this applies equally to a product a building, communication or aservice.
Philip Kolter and Alexander Rath (1984) describe the difference
between functional and visual design as the difference between the design of a
nuclear power plant and the design of wallpaper.
In addition, Kotler and Raath (1984) says “Well-managed ,high-
quality design offers the company several benefits. It can create corporate
distinctiveness in an otherwise product-and image-surfeited market place
David A. Fanella, Ph.D., S.E., P.E., F.ASCE, (2010) is Associate
Principal, Klein and Hoffman, Inc., a structural and restoration engineering
firm. He is the author of numerous technical publications including
Design of Low-Rise Concrete Buildings Based on the 2009 IBC (ICC;
2009) and a series of articles on time-saving design methods for
reinforced concrete. Dr. Fanella took part in the post-9/11 investigation of
World Trade Center Towers 1, 2, and 7, and was the primary author of

6. 6
reports detailing the methods and codes used during the design and
construction of the structures.
Grop (1982) Defines what design is for managers and why it should
be important to them. Design is the planning process for the things you make
(which are your products). It can ,but need not necessarily be, concerned with
the aesthetics of your product.

7. 7
CHAPTER 3
PLANNING AND ELEVATION

8. 8
CHAPTER 4
STAAD PRO INPUT DATA
4.1 INTRODUCTION
For analysing and designing of a building involves tedious
calculation. If it is done by manually it cause lot of errors and it is
difficult also. Now this tedious calculation are done by software package
named STAAD PRO .It will decrease Errors in manual calculations and very
time consuming process . here it done by STAAD PRO 2008 software.
4.2 PRIMARY LOAD CALCULATION FOR STAAD PRO INPUT
4.2.1 Dead Load:
(a) Self weight:
Self weight for beam, column and slab-self weight Y -1
(In STAAD PRO – 2008 version self weight will automatically
assign by software itself since we gave proprety of beam ,column and slab
elements)
(b) Slab DeadLoad : (Apply As FloorLoad)
Dead load of slab = 14 KN/m2
Dead load of parapet wall = 3.68 kN/m2
This load is assign automatically for the relevant structure
4.2.2 Live Load:(Apply FloorLoad)
Live load of building = 4 kN/m2

9. 9
4.3 STAAD PRO INPUT FILE
STAAD SPACE DXF IMPORT OF STAD.DXF
START JOB INFORMATION
ENGINEER DATE 19-Feb-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KN
JOINT COORDINATES
19 21078.3 2475.2 -2519.15; 21 21078.3 2475.2 -2246.15;
29 21067.6 2475.2 -279.09; 36 21078.3 2475.2 -273;
37 21078.3 2475.2 0;38 22203.3 2475.2 0;
39 21303.3 2475.2 -273; 41 21528.3 2475.2 -273;
43 21978.3 2475.2 -273; 45 22203.3 2475.2 -273;
46 21829.7 2475.2 -273; 49 22450.3 2475.2 -142.65;
50 22213.9 2475.2 -279.15; 51 22776.4 2475.2 -1253.43;
56 22675.3 2475.2 -532.36; 59 23012.8 2475.2 -1116.93;
60 22776.4 2475.2 -1265.72; 61 22213.9 2475.2 -2240;
62 23012.8 2475.2 -1402.22; 63 22450.3 2475.2 -2376.5;
64 22663.9 2475.2 -1460.58; 65 22900.3 2475.2 -1597.08;
66 22551.4 2475.2 -1655.43; 67 22787.8 2475.2 -1791.93;
68 22438.9 2475.2 -1850.29; 69 22675.3 2475.2 -1986.79;
70 22326.4 2475.2 -2045.14; 71 22562.8 2475.2 -2181.64;
72 22203.3 2475.2 -2519.15; 73 22203.3 2475.2 -2246.15;
75 21978.3 2475.2 -2246.15; 76 21829.7 2475.2 -2519.15;
77 21829.7 2475.2 -2246.15; 78 21528.3 2475.2 -2519.15;
79 21528.3 2475.2 -2246.15; 81 21303.3 2475.2 -2246.15;
84 21067.6 2475.2 -2240; 85 20831.2 2475.2 -2376.5;
86 20505.1 2475.2 -1265.72;87 20268.7 2475.2 -1402.22;

10. 10
88 20955.1 2475.2 -2045.14; 89 20718.7 2475.2 -2181.64;
90 20842.6 2475.2 -1850.29; 91 20606.2 2475.2 -1986.79;
92 20730.1 2475.2 -1655.43; 93 20493.7 2475.2 -1791 .93;
94 20617.6 2475.2 -1460.58; 95 20381.2 2475.2 -1597.08;
96 20505.1 2475.2 -1253.43; 97 20268.7 2475.2 -1116.93;
98 20831.2 2475.2 -142.65; 99 20617.6 2475.2 -1058.57;
100 20381.2 2475.2 -922.07; 101 20730.1 2475.2 -863.72;
102 20493.7 2475.2 -727.22; 103 20842.6 2475.2 -668.86;
104 20606.2 2475.2 -532.36; 105 20955.1 2475.2 -474;
106 20718.7 2475.2 -337.5; 107 21067.6 2475.2 -279.15;
110 21303.3 2475.2 -2519.15; 112 21978.3 2475.2 -2519.15;
113 22900.3 2475.2 -922.07; 114 22663.9 2475.2 -1058.57;
115 22787.8 2475.2 -727.22; 116 22551.4 2475.2 -863.72;
117 22438.9 2475.2 -668.86; 118 22562.8 2475.2 -337.5;
119 22326.4 2475.2 -474; 120 21303.3 2475.2 0;
121 21528.3 2475.2 0; 122 21829.7 2475.2 0;
123 21978.3 2475.2 0; 124 22707.2 2475.2 -1265.67;
125 22179.3 2475.2 -2180.05; 126 22179.3 2475.2 -339.1;
127 22707.2 2475.2 -1253.47; 128 22168.7 2475.2 -333;
129 21112.9 2475.2 -333; 130 21102.3 2475.2 -2180.05;
131 20574.4 2475.2 -1265.67; 132 21303.3 2475.2 -2186.15;
133 21528.3 2475.2 -2186.15; 134 21829.7 2475.2 -2186.15;
135 21978.3 2475.2 -2186.15; 136 22274.5 2475.2 -2015.14;
137 22387 2475.2 -1820.29; 138 22499.5 2475.2 -1625.43;
139 22612 2475.2 -1430.58; 141 22612 2475.2 -1088.57;
142 22499.5 2475.2 -893.72; 143 22387 2475.2 -698.86;
144 22274.5 2475.2 -504;
145 21978.3 2475.2 -333; 146 21829.7 2475.2 -333;
147 21528.3 2475.2 -333;148 21303.3 2475.2 -333;

11. 11
149 21007.1 2475.2 -504; 150 20894.6 2475.2 -698.86;
151 20782.1 2475.2 -893.72; 152 20669.6 2475.2 -1088.57;
153 20669.6 2475.2 -1430.58; 154 20782.1 2475.2 -1625.43;
155 20894.6 2475.2 -1820.29; 156 21007.1 2475.2 -2015.14;
157 20574.4 2475.2 -1253.47; 158 21102.3 2475.2 -339.1;
159 21112.9 2475.2 -2186.15; 160 22168.7 2475.2 -2186.15;
161 21067.7 2475.2 -279.13; 162 21078.2 2475.2 -273.02;
164 22776.4 2475.2 -1253.47; 166 21067.7 2475.2 -2240.02;
167 20505.1 2475.2 -1253.47; 168 20505.1 2475.2 -1265.67;
170 22776.4 2475.2 -1265.67; 172 21078.2 2475.2 -2246.12;
173 21078.3 2593.31 -2519.15; 175 21067.6 2593.31 -279.09;
176 21078.3 2593.31 -273; 177 21078.3 2593.31 0;
178 22203.3 2593.31 0; 179 21303.3 2593.31 -273;
180 21528.3 2593.31 -273; 181 21978.3 2593.31 -273;
182 22203.3 2593.31 -273; 183 21829.7 2593.31 -273;
184 22450.3 2593.31 -142.65; 185 22213.9 2593.31 -279.15;
186 22776.4 2593.31 -1253.43; 187 22675.3 2593.31 -532.36;
188 23012.8 2593.31 -1116.93; 189 22776.4 2593.31 -1265.72;
190 22213.9 2593.31 -2240; 191 23012.8 2593.31 -1402.22;
192 22450.3 2593.31 -2376.5; 193 22663.9 2593.31 -1460.58;
194 22900.3 2593.31 -1597.08; 195 22551.4 2593.31 -1655.43;
196 22787.8 2593.31 -1791.93; 197 22438.9 2593.31 -1850.29;
198 22675.3 2593.31 -1986.79; 199 22326.4 2593.31 -2045.14;
200 22562.8 2593.31 -2181.64; 201 22203.3 2593.31 -2519.15;
202 22203.3 2593.31 -2246.15; 203 21978.3 2593.31 -2246.15;
204 21829.7 2593.31 -2519.15; 205 21829.7 2593.31 -2246.15;
206 21528.3 2593.31 -2519.15; 207 21528.3 2593.31 -2246.15;
208 21303.3 2593.31 -2246.15; 210 21067.6 2593.31 -2240;
211 20831.2 2593.31 -2376.5; 212 20505.1 2593.31 -1265.72;

12. 12
213 20268.7 2593.31 -1402.22; 214 20955.1 2593.31 -2045.14;
215 20718.7 2593.31 -2181.64; 216 20842.6 2593.31 -1850.29;
217 20606.2 2593.31 -1986.79; 218 20730.1 2593.31 -1655.43;
219 20493.7 2593.31 -1791.93; 220 20617.6 2593.31 -1460.58;
221 20381.2 2593.31 -1597.08; 222 20505.1 2593.31 -1253.43;
223 20268.7 2593.31 -1116.93; 224 20831.2 2593.31 -142.65;
225 20617.6 2593.31 -1058.57; 226 20381.2 2593.31 -922.07;
227 20730.1 2593.31 -863.72; 228 20493.7 2593.31 -727.22;
229 20842.6 2593.31 -668.86; 230 20606.2 2593.31 -532.36;
231 20955.1 2593.31 -474; 232 20718.7 2593.31 -337.5;
233 21067.6 2593.31 -279.15; 234 21303.3 2593.31 -2519.15;
235 21978.3 2593.31 -2519.15; 236 22900.3 2593.31 -922.07;
237 22663.9 2593.31 -1058.57; 238 22787.8 2593.31 -727.22;
239 22551.4 2593.31 -863.72; 240 22438.9 2593.31 -668.86;
241 22562.8 2593.31 -337.5; 242 22326.4 2593.31 -474;
243 21303.3 2593.31 0; 244 21528.3 2593.31 0;
245 21829.7 2593.31 0; 246 21978.3 2593.31 0;
247 22707.2 2593.31 -1265.67; 248 22179.3 2593.31 -2180.05;
249 22179.3 2593.31 -339.1; 250 22707.2 2593.31 -1253.47;
251 22168.7 2593.31 -333; 252 21112.9 2593.31 -333;
253 21102.3 2593.31 -2180.05; 254 20574.4 2593.31 -1265.67;
255 21303.3 2593.31 -2186.15; 256 21528.3 2593.31 -2186.15;
257 21829.7 2593.31 -2186.15; 258 21978.3 2593.31 -2186.15;
259 22274.5 2593.31 -2015.14; 260 22387 2593.31 -1820.29;
261 22499.5 2593.31 -1625.43; 262 22612 2593.31 -1430.58;
263 22612 2593.31 -1088.57; 264 22499.5 2593.31 -893.72;
265 22387 2593.31 -698.86; 266 22274.5 2593.31 -504;
267 21978.3 2593.31 -333; 268 21829.7 2593.31 -333;
269 21528.3 2593.31 -333; 270 21303.3 2593.31 -333;

13. 13
271 21007.1 2593.31 -504; 272 20894.6 2593.31 -698.86;
273 20782.1 2593.31 -893.72; 274 20669.6 2593.31 -1088.57;
275 20669.6 2593.31 -1430.58; 276 20782.1 2593.31 -1625.43;
277 20894.6 2593.31 -1820.29; 278 21007.1 2593.31 -2015.14;
279 20574.4 2593.31 -1253.47; 280 21102.3 2593.31 -339.1;
281 21112.9 2593.31 -2186.15; 282 22168.7 2593.31 -2186.15;
283 21067.7 2593.31 -279.13; 284 21078.2 2593.31 -273.02;
285 22203.3 2593.31 -273.02; 286 22776.4 2593.31 -1253.47;
287 22203.3 2593.31 -2246.12; 288 21067.7 2593.31 -2240.02;
289 20505.1 2593.31 -1253.47; 290 20505.1 2593.31 -1265.67;
291 22213.9 2593.31 -279.13; 292 22776.4 2593.31 -1265.67;
293 22213.9 2593.31 -2240.02; 294 21078.2 2593.31 -2246.12;
295 21078.3 2719.29 -2519.15; 297 21067.6 2719.29 -279.09;
298 21078.3 2719.29 -273; 299 21078.3 2719.29 0;
300 22203.3 2719.29 0; 301 21303.3 2719.29 -273;
302 21528.3 2719.29 -273; 303 21978.3 2719.29 -273;
304 22203.3 2719.29 -273; 305 21829.7 2719.29 -273;
306 22450.3 2719.29 -142.65; 307 22213.9 2719.29 -279.15;
308 22776.4 2719.29 -1253.43; 309 22675.3 2719.29 -532.36;
310 23012.8 2719.29 -1116.93; 311 22776.4 2719.29 -1265.72;
312 22213.9 2719.29 -2240; 313 23012.8 2719.29 -1402.22;
314 22450.3 2719.29 -2376.5; 315 22663.9 2719.29 -1460.58;
316 22900.3 2719.29 -1597.08; 317 22551.4 2719.29 -1655.43;
318 22787.8 2719.29 -1791.93; 319 22438.9 2719.29 -1850.29;
320 22675.3 2719.29 -1986.79; 321 22326.4 2719.29 -2045.14;
322 22562.8 2719.29 -2181.64; 323 22203.3 2719.29 -2519.15;
324 22203.3 2719.29 -2246.15; 325 21978.3 2719.29 -2246.15;
326 21829.7 2719.29 -2519.15; 327 21829.7 2719.29 -2246.15;
328 21528.3 2719.29 -2519.15; 329 21528.3 2719.29 -2246.15;

14. 14
330 21303.3 2719.29 -2246.15; 332 21067.6 2719.29 -2240;
333 20831.2 2719.29 -2376.5; 334 20505.1 2719.29 -1265.72;
335 20268.7 2719.29 -1402.22; 336 20955.1 2719.29 -2045.14;
337 20718.7 2719.29 -2181.64; 338 20842.6 2719.29 -1850.29;
339 20606.2 2719.29 -1986.79; 340 20730.1 2719.29 -1655.43;
341 20493.7 2719.29 -1791.93; 342 20617.6 2719.29 -1460.58;
343 20381.2 2719.29 -1597.08; 344 20505.1 2719.29 -1253.43;
345 20268.7 2719.29 -1116.93; 346 20831.2 2719.29 -142.65;
347 20617.6 2719.29 -1058.57; 348 20381.2 2719.29 -922.07;
349 20730.1 2719.29 -863.72; 350 20493.7 2719.29 -727.22;
351 20842.6 2719.29 -668.86; 352 20606.2 2719.29 -532.36;
353 20955.1 2719.29 -474; 354 20718.7 2719.29 -337.5;
355 21067.6 2719.29 -279.15; 356 21303.3 2719.29 -2519.15;
357 21978.3 2719.29 -2519.15; 358 22900.3 2719.29 -922.07;
359 22663.9 2719.29 -1058.57; 360 22787.8 2719.29 -727.22;
361 22551.4 2719.29 -863.72; 362 22438.9 2719.29 -668.86;
363 22562.8 2719.29 -337.5; 364 22326.4 2719.29 -474;
365 21303.3 2719.29 0; 366 21528.3 2719.29 0;
367 21829.7 2719.29 0; 368 21978.3 2719.29 0;
369 22707.2 2719.29 -1265.67; 370 22179.3 2719.29 -2180.05;
371 22179.3 2719.29 -339.1; 372 22707.2 2719.29 -1253.47;
373 22168.7 2719.29 -333; 374 21112.9 2719.29 -333;
375 21102.3 2719.29 -2180.05; 376 20574.4 2719.29 -1265.67;
377 21303.3 2719.29 -2186.15; 378 21528.3 2719.29 -2186.15;
379 21829.7 2719.29 -2186.15; 380 21978.3 2719.29 -2186.15;
381 22274.5 2719.29 -2015.14; 382 22387 2719.29 -1820.29;
383 22499.5 2719.29 -1625.43; 384 22612 2719.29 -1430.58;
385 22612 2719.29 -1088.57; 386 22499.5 2719.29 -893.72;
387 22387 2719.29 -698.86; 388 22274.5 2719.29 -504;

15. 15
389 21978.3 2719.29 -333; 390 21829.7 2719.29 -333;
391 21528.3 2719.29 -333; 392 21303.3 2719.29 -333;
393 21007.1 2719.29 -504; 394 20894.6 2719.29 -698.86;
395 20782.1 2719.29 -893.72; 396 20669.6 2719.29 -1088.57;
397 20669.6 2719.29 -1430.58; 398 20782.1 2719.29 -1625.43;
399 20894.6 2719.29 -1820.29; 400 21007.1 2719.29 -2015.14;
401 20574.4 2719.29 -1253.47; 402 21102.3 2719.29 -339.1;
403 21112.9 2719.29 -2186.15; 404 22168.7 2719.29 -2186.15;
405 21067.7 2719.29 -279.13; 406 21078.2 2719.29 -273.02;
407 22203.3 2719.29 -273.02; 408 22776.4 2719.29 -1253.47;
409 22203.3 2719.29 -2246.12; 410 21067.7 2719.29 -2240.02;
411 20505.1 2719.29 -1253.47; 412 20505.1 2719.29 -1265.67;
413 22213.9 2719.29 -279.13; 414 22776.4 2719.29 -1265.67;
415 22213.9 2719.29 -2240.02; 416 21078.2 2719.29 -2246.12;
417 21078.3 2845.28 -2519.15; 419 21067.6 2845.28 -279.09;
420 21078.3 2845.28 -273; 421 21078.3 2845.28 0;
422 22203.3 2845.28 0; 423 21303.3 2845.28 -273;
424 21528.3 2845.28 -273; 425 21978.3 2845.28 -273;
426 22203.3 2845.28 -273; 427 21829.7 2845.28 -273;
428 22450.3 2845.28 -142.65; 429 22213.9 2845.28 -279.15;
430 22776.4 2845.28 -1253.43; 431 22675.3 2845.28 -532.36;
432 23012.8 2845.28 -1116.93; 433 22776.4 2845.28 -1265.72;
434 22213.9 2845.28 -2240; 435 23012.8 2845.28 -1402.22;
436 22450.3 2845.28 -2376.5; 437 22663.9 2845.28 -1460.58;
438 22900.3 2845.28 -1597.08; 439 22551.4 2845.28 -1655.43;
440 22787.8 2845.28 -1791.93; 441 22438.9 2845.28 -1850.29;
442 22675.3 2845.28 -1986.79; 443 22326.4 2845.28 -2045.14;
444 22562.8 2845.28 -2181.64; 445 22203.3 2845.28 -2519.15;
446 22203.3 2845.28 -2246.15; 447 21978.3 2845.28 -2246.15;

16. 16
448 21829.7 2845.28 -2519.15; 449 21829.7 2845.28 -2246.15;
450 21528.3 2845.28 -2519.15; 451 21528.3 2845.28 -2246.15;
452 21303.3 2845.28 -2246.15; 454 21067.6 2845.28 -2240;
455 20831.2 2845.28 -2376.5; 456 20505.1 2845.28 -1265.72;
457 20268.7 2845.28 -1402.22; 458 20955.1 2845.28 -2045.14;
459 20718.7 2845.28 -2181.64; 460 20842.6 2845.28 -1850.29;
461 20606.2 2845.28 -1986.79; 462 20730.1 2845.28 -1655.43;
463 20493.7 2845.28 -1791.93; 464 20617.6 2845.28 -1460.58;
465 20381.2 2845.28 -1597.08; 466 20505.1 2845.28 -1253.43;
467 20268.7 2845.28 -1116.93; 468 20831.2 2845.28 -142.65;
469 20617.6 2845.28 -1058.57; 470 20381.2 2845.28 -922.07;
471 20730.1 2845.28 -863.72; 472 20493.7 2845.28 -727.22;
473 20842.6 2845.28 -668.86; 474 20606.2 2845.28 -532.36;
475 20955.1 2845.28 -474; 476 20718.7 2845.28 -337.5;
477 21067.6 2845.28 -279.15; 478 21303.3 2845.28 -2519.15;
479 21978.3 2845.28 -2519.15; 480 22900.3 2845.28 -922.07;
481 22663.9 2845.28 -1058.57; 482 22787.8 2845.28 -727.22;
483 22551.4 2845.28 -863.72; 484 22438.9 2845.28 -668.86;
485 22562.8 2845.28 -337.5; 486 22326.4 2845.28 -474;
487 21303.3 2845.28 0; 488 21528.3 2845.28 0;
489 21829.7 2845.28 0; 490 21978.3 2845.28 0;
491 22707.2 2845.28 -1265.67; 492 22179.3 2845.28 -2180.05;
493 22179.3 2845.28 -339.1; 494 22707.2 2845.28 -1253.47;
495 22168.7 2845.28 -333; 496 21112.9 2845.28 -333;
497 21102.3 2845.28 -2180.05; 498 20574.4 2845.28 -1265.67;
499 21303.3 2845.28 -2186.15; 500 21528.3 2845.28 -2186.15;
501 21829.7 2845.28 -2186.15; 502 21978.3 2845.28 -2186.15;
503 22274.5 2845.28 -2015.14; 504 22387 2845.28 -1820.29;
505 22499.5 2845.28 -1625.43; 506 22612 2845.28 -1430.58;

17. 17
507 22612 2845.28 -1088.57; 508 22499.5 2845.28 -893.72;
509 22387 2845.28 -698.86; 510 22274.5 2845.28 -504;
511 21978.3 2845.28 -333; 512 21829.7 2845.28 -333;
513 21528.3 2845.28 -333; 514 21303.3 2845.28 -333;
515 21007.1 2845.28 -504; 516 20894.6 2845.28 -698.86;
517 20782.1 2845.28 -893.72; 518 20669.6 2845.28 -1088.57;
519 20669.6 2845.28 -1430.58; 520 20782.1 2845.28 -1625.43;
521 20894.6 2845.28 -1820.29; 522 21007.1 2845.28 -2015.14;
523 20574.4 2845.28 -1253.47; 524 21102.3 2845.28 -339.1;
525 21112.9 2845.28 -2186.15; 526 22168.7 2845.28 -2186.15;
527 21067.7 2845.28 -279.13; 528 21078.2 2845.28 -273.02;
529 22203.3 2845.28 -273.02; 530 22776.4 2845.28 -1253.47;
531 22203.3 2845.28 -2246.12; 532 21067.7 2845.28 -2240.02;
533 20505.1 2845.28 -1253.47; 534 20505.1 2845.28 -1265.67;
535 22213.9 2845.28 -279.13; 536 22776.4 2845.28 -1265.67;
537 22213.9 2845.28 -2240.02; 538 21078.2 2845.28 -2246.12;
539 21078.3 2971.26 -2519.15; 541 21067.6 2971.26 -279.09;
542 21078.3 2971.26 -273; 543 21078.3 2971.26 0;
544 22203.3 2971.26 0; 545 21303.3 2971.26 -273;
546 21528.3 2971.26 -273; 547 21978.3 2971.26 -273;
548 22203.3 2971.26 -273; 549 21829.7 2971.26 -273;
550 22450.3 2971.26 -142.65; 551 22213.9 2971.26 -279.15;
552 22776.4 2971.26 -1253.43; 553 22675.3 2971.26 -532.36;
554 23012.8 2971.26 -1116.93; 555 22776.4 2971.26 -1265.72;
556 22213.9 2971.26 -2240; 557 23012.8 2971.26 -1402.22;
558 22450.3 2971.26 -2376.5; 559 22663.9 2971.26 -1460.58;
560 22900.3 2971.26 -1597.08; 561 22551.4 2971.26 -1655.43;
562 22787.8 2971.26 -1791.93; 563 22438.9 2971.26 -1850.29;
564 22675.3 2971.26 -1986.79; 565 22326.4 2971.26 -2045.14;

18. 18
566 22562.8 2971.26 -2181.64; 567 22203.3 2971.26 -2519.15;
568 22203.3 2971.26 -2246.15; 569 21978.3 2971.26 -2246.15;
570 21829.7 2971.26 -2519.15; 571 21829.7 2971.26 -2246.15;
572 21528.3 2971.26 -2519.15; 573 21528.3 2971.26 -2246.15;
574 21303.3 2971.26 -2246.15; 576 21067.6 2971.26 -2240;
577 20831.2 2971.26 -2376.5; 578 20505.1 2971.26 -1265.72;
579 20268.7 2971.26 -1402.22; 580 20955.1 2971.26 -2045.14;
581 20718.7 2971.26 -2181.64; 582 20842.6 2971.26 -1850.29;
583 20606.2 2971.26 -1986.79; 584 20730.1 2971.26 -1655.43;
585 20493.7 2971.26 -1791.93; 586 20617.6 2971.26 -1460.58;
587 20381.2 2971.26 -1597.08; 588 20505.1 2971.26 -1253.43;
589 20268.7 2971.26 -1116.93; 590 20831.2 2971.26 -142.65;
591 20617.6 2971.26 -1058.57; 592 20381.2 2971.26 -922.07;
593 20730.1 2971.26 -863.72; 594 20493.7 2971.26 -727.22;
595 20842.6 2971.26 -668.86; 596 20606.2 2971.26 -532.36;
597 20955.1 2971.26 -474; 598 20718.7 2971.26 -337.5;
599 21067.6 2971.26 -279.15; 600 21303.3 2971.26 -2519.15;
601 21978.3 2971.26 -2519.15; 602 22900.3 2971.26 -922.07;
603 22663.9 2971.26 -1058.57; 604 22787.8 2971.26 -727.22;
605 22551.4 2971.26 -863.72; 606 22438.9 2971.26 -668.86;
607 22562.8 2971.26 -337.5; 608 22326.4 2971.26 -474;
609 21303.3 2971.26 0; 610 21528.3 2971.26 0;
611 21829.7 2971.26 0; 612 21978.3 2971.26 0;
613 22707.2 2971.26 -1265.67; 614 22179.3 2971.26 -2180.05;
615 22179.3 2971.26 -339.1; 616 22707.2 2971.26 -1253.47;
617 22168.7 2971.26 -333; 618 21112.9 2971.26 -333;
619 21102.3 2971.26 -2180.05; 620 20574.4 2971.26 -1265.67;
621 21303.3 2971.26 -2186.15; 622 21528.3 2971.26 -2186.15;
623 21829.7 2971.26 -2186.15; 624 21978.3 2971.26 -2186.15;

19. 19
625 22274.5 2971.26 -2015.14; 626 22387 2971.26 -1820.29;
627 22499.5 2971.26 -1625.43; 628 22612 2971.26 -1430.58;
629 22612 2971.26 -1088.57; 630 22499.5 2971.26 -893.72;
631 22387 2971.26 -698.86; 632 22274.5 2971.26 -504;
633 21978.3 2971.26 -333; 634 21829.7 2971.26 -333;
635 21528.3 2971.26 -333; 636 21303.3 2971.26 -333;
637 21007.1 2971.26 -504; 638 20894.6 2971.26 -698.86;
639 20782.1 2971.26 -893.72; 640 20669.6 2971.26 -1088.57;
641 20669.6 2971.26 -1430.58; 642 20782.1 2971.26 -1625.43;
643 20894.6 2971.26 -1820.29; 644 21007.1 2971.26 -2015.14;
645 20574.4 2971.26 -1253.47; 646 21102.3 2971.26 -339.1;
647 21112.9 2971.26 -2186.15; 648 22168.7 2971.26 -2186.15;
649 21067.7 2971.26 -279.13; 650 21078.2 2971.26 -273.02;
651 22203.3 2971.26 -273.02; 652 22776.4 2971.26 -1253.47;
653 22203.3 2971.26 -2246.12; 654 21067.7 2971.26 -2240.02;
655 20505.1 2971.26 -1253.47; 656 20505.1 2971.26 -1265.67;
657 22213.9 2971.26 -279.13; 658 22776.4 2971.26 -1265.67;
659 22213.9 2971.26 -2240.02; 660 21078.2 2971.26 -2246.12;
661 21078.3 3097.25 -2519.15; 662 21078.3 3097.25 -2246.15;
663 21067.6 3097.25 -279.09; 664 21078.3 3097.25 -273;
665 21078.3 3097.25 0; 666 22203.3 3097.25 0;
667 21303.3 3097.25 -273; 668 21528.3 3097.25 -273;
669 21978.3 3097.25 -273; 670 22203.3 3097.25 -273;
671 21829.7 3097.25 -273; 672 22450.3 3097.25 -142.65;
673 22213.9 3097.25 -279.15; 674 22776.4 3097.25 -1253.43;
675 22675.3 3097.25 -532.36; 676 23012.8 3097.25 -1116.93;
677 22776.4 3097.25 -1265.72; 678 22213.9 3097.25 -2240;
679 23012.8 3097.25 -1402.22; 680 22450.3 3097.25 -2376.5;
681 22663.9 3097.25 -1460.58; 682 22900.3 3097.25 -1597.08;

20. 20
683 22551.4 3097.25 -1655.43; 684 22787.8 3097.25 -1791.93;
685 22438.9 3097.25 -1850.29; 686 22675.3 3097.25 -1986.79;
687 22326.4 3097.25 -2045.14; 688 22562.8 3097.25 -2181.64;
689 22203.3 3097.25 -2519.15; 690 22203.3 3097.25 -2246.15;
691 21978.3 3097.25 -2246.15; 692 21829.7 3097.25 -2519.15;
693 21829.7 3097.25 -2246.15; 694 21528.3 3097.25 -2519.15;
695 21528.3 3097.25 -2246.15; 696 21303.3 3097.25 -2246.15;
698 21067.6 3097.25 -2240; 699 20831.2 3097.25 -2376.5;
700 20505.1 3097.25 -1265.72; 701 20268.7 3097.25 -1402.22;
702 20955.1 3097.25 -2045.14; 703 20718.7 3097.25 -2181.64;
704 20842.6 3097.25 -1850.29; 705 20606.2 3097.25 -1986.79;
706 20730.1 3097.25 -1655.43; 707 20493.7 3097.25 -1791.93;
708 20617.6 3097.25 -1460.58; 709 20381.2 3097.25 -1597.08;
710 20505.1 3097.25 -1253.43; 711 20268.7 3097.25 -1116.93;
712 20831.2 3097.25 -142.65; 713 20617.6 3097.25 -1058.57;
714 20381.2 3097.25 -922.07; 715 20730.1 3097.25 -863.72;
716 20493.7 3097.25 -727.22; 717 20842.6 3097.25 -668.86;
718 20606.2 3097.25 -532.36; 719 20955.1 3097.25 -474;
720 20718.7 3097.25 -337.5; 721 21067.6 3097.25 -279.15;
722 21303.3 3097.25 -2519.15; 723 21978.3 3097.25 -2519.15;
724 22900.3 3097.25 -922.07; 725 22663.9 3097.25 -1058.57;
726 22787.8 3097.25 -727.22; 727 22551.4 3097.25 -863.72;
728 22438.9 3097.25 -668.86; 729 22562.8 3097.25 -337.5;
730 22326.4 3097.25 -474; 731 21303.3 3097.25 0;
732 21528.3 3097.25 0; 733 21829.7 3097.25 0;
734 21978.3 3097.25 0; 735 22707.2 3097.25 -1265.67;
736 22179.3 3097.25 -2180.05; 737 22179.3 3097.25 -339.1;
738 22707.2 3097.25 -1253.47; 739 22168.7 3097.25 -333;
740 21112.9 3097.25 -333; 741 21102.3 3097.25 -2180.05;

21. 21
742 20574.4 3097.25 -1265.67; 743 21303.3 3097.25 -2186.15;
744 21528.3 3097.25 -2186.15; 745 21829.7 3097.25 -2186.15;
746 21978.3 3097.25 -2186.15; 747 22274.5 3097.25 -2015.14;
748 22387 3097.25 -1820.29; 749 22499.5 3097.25 -1625.43;
750 22612 3097.25 -1430.58; 751 22612 3097.25 -1088.57;
752 22499.5 3097.25 -893.72; 753 22387 3097.25 -698.86;
754 22274.5 3097.25 -504; 755 21978.3 3097.25 -333;
756 21829.7 3097.25 -333; 757 21528.3 3097.25 -333;
758 21303.3 3097.25 -333; 759 21007.1 3097.25 -504;
760 20894.6 3097.25 -698.86; 761 20782.1 3097.25 -893.72;
762 20669.6 3097.25 -1088.57; 763 20669.6 3097.25 -1430.58;
764 20782.1 3097.25 -1625.43; 765 20894.6 3097.25 -1820.29;
766 21007.1 3097.25 -2015.14; 767 20574.4 3097.25 -1253.47;
768 21102.3 3097.25 -339.1; 769 21112.9 3097.25 -2186.15;
770 22168.7 3097.25 -2186.15; 771 21067.7 3097.25 -279.13;
772 21078.2 3097.25 -273.02; 773 22203.3 3097.25 -273.02;
774 22776.4 3097.25 -1253.47; 775 22203.3 3097.25 -2246.12;
776 21067.7 3097.25 -2240.02; 777 20505.1 3097.25 -1253.47;
778 20505.1 3097.25 -1265.67; 779 22213.9 3097.25 -279.13;
780 22776.4 3097.25 -1265.67; 781 22213.9 3097.25 -2240.02;
782 21078.2 3097.25 -2246.12; 795 21303.5 3097.25 -2186.15;
796 21528.3 3097.25 -2186.15; 797 21829.8 3097.25 -2186.15;
798 21978.3 3097.25 -2186.15; 799 21303.5 2971.26 -2186.15;
800 21528.3 2971.26 -2186.15; 801 21829.8 2971.26 -2186.15;
802 21978.3 2971.26 -2186.15; 803 21978.5 2593.31 -273;
804 21978.5 2719.29 -273; 805 21978.5 2845.28 -273;
806 21978.5 2971.26 -273; 807 21978.5 3097.25 -273;
808 21830.1 2593.31 -273; 809 21830.1 2719.29 -273;
810 21830.1 2845.28 -273; 811 21830.1 2971.26 -273;

22. 22
812 21830.1 3097.25 -273; 813 21303.1 2593.31 -2246.15;
814 21303.1 2719.29 -2246.15; 815 21303.1 2845.28 -2246.15;
816 21303.1 2971.26 -2246.15; 817 21303.1 3097.25 -2246.15;
818 21527.9 2593.31 -2246.15; 819 21527.9 2719.29 -2246.15;
820 21527.9 2845.28 -2246.15; 821 21527.9 2971.26 -2246.15;
822 21528.1 2593.31 -2246.15; 823 21528.1 2719.29 -2246.15;
824 21528.1 2845.28 -2246.15; 825 21528.1 2971.26 -2246.15;
826 21528.1 3097.25 -2246.15; 827 21829.9 3097.25 -2246.15;
828 21978.3 2593.31 -2246.15; 829 21978.3 2719.29 -2246.15;
830 21978.3 2845.28 -2246.15; 831 21978.3 2971.26 -2246.15;
832 21978.5 3097.25 -2246.15; 833 21528.1 2593.31 -2186.15;
834 21528.1 2719.29 -2186.15; 835 21528.1 2845.28 -2186.15;
836 21978.1 2593.31 -2186.15; 837 21978.1 2719.29 -2186.15;
838 22611.9 2593.31 -1430.69; 839 22611.9 2719.29 -1430.69;
840 22611.9 2845.28 -1430.69; 841 22611.9 2971.26 -1430.69;
842 22611.9 3097.25 -1430.69; 843 22499.5 2593.31 -1625.38;
844 22499.5 2719.29 -1625.38; 845 22499.5 2845.28 -1625.38;
846 22499.5 2971.26 -1625.38; 847 22499.5 3097.25 -1625.38;
848 22386.9 2593.31 -1820.41; 849 22386.9 2719.29 -1820.41;
850 22386.9 2845.28 -1820.41; 851 22386.9 2971.26 -1820.41;
852 22386.9 3097.25 -1820.41; 853 22274.5 2593.31 -2015.09;
854 22274.5 2719.29 -2015.09; 855 22274.5 2845.28 -2015.09;
856 22274.5 2971.26 -2015.09; 857 22274.5 3097.25 -2015.09;
858 22274.6 2593.31 -504.123; 859 22274.6 2719.29 -504.123;
860 22274.6 2845.28 -504.123; 861 22274.6 2971.26 -504.123;
862 22274.6 3097.25 -504.123; 863 22387.2 2593.31 -699.15;
864 22387.2 2719.29 -699.15; 865 22387.2 2845.28 -699.15;
866 22387.2 2971.26 -699.15; 867 22387.2 3097.25 -699.15;
868 22499.8 2593.31 -894.177; 869 22499.8 2719.29 -894.177;

23. 23
870 22499.8 2845.28 -894.177; 871 22499.8 2971.26 -894.177;
872 22499.8 3097.25 -894.177; 873 22612.2 2593.31 -1088.86;
874 22612.2 2719.29 -1088.86; 875 22612.2 2845.28 -1088.86;
876 22612.2 2971.26 -1088.86; 877 22612.2 3097.25 -1088.86;
878 21978.1 2593.31 -333; 879 21978.1 2719.29 -333;
880 21978.1 2845.28 -333; 881 21978.1 2971.26 -333;
882 21978.1 3097.25 -333; 883 21528.1 2593.31 -333;
884 21528.1 2719.29 -333; 885 21528.1 2845.28 -333;
886 21528.1 2971.26 -333; 887 21528.1 3097.25 -333;
888 21303.1 2593.31 0; 889 21303.1 2719.29 0;
890 21303.1 2845.28 0; 891 21303.1 2971.26 0;
892 21303.1 3097.25 0; 893 21527.9 2593.31 0;
894 21527.9 2719.29 0; 895 21527.9 2845.28 0;
896 21527.9 2971.26 0; 897 21527.9 3097.25 0;
898 21829.5 2593.31 0; 899 21829.5 2719.29 0;
900 21829.5 2845.28 0; 901 21829.5 2971.26 0;
902 21829.5 3097.25 0; 903 21977.9 2593.31 0;
904 21977.9 2719.29 0; 905 21977.9 2845.28 0;
906 21977.9 2971.26 0; 907 21977.9 3097.25 0;
908 21528.5 2593.31 -273; 909 21528.5 2719.29 -273;
910 21528.5 2845.28 -273; 911 21528.5 2971.26 -273;
912 21528.5 3097.25 -273; 913 21303.7 2593.31 -273;
914 21303.7 2719.29 -273; 915 21303.7 2845.28 -273;
916 21303.7 2971.26 -273; 917 21303.7 3097.25 -273;
918 20669.7 2593.31 -1088.45; 919 20669.7 2719.29 -1088.45;
920 20669.7 2845.28 -1088.45; 921 20669.7 2971.26 -1088.45;
922 20669.7 3097.25 -1088.45; 923 20782.1 2593.31 -893.761;
924 20782.1 2719.29 -893.761; 925 20782.1 2845.28 -893.761;
926 20782.1 2971.26 -893.761; 927 20782.1 3097.25 -893.761;

24. 24
928 20894.7 2593.31 -698.734; 929 20894.7 2719.29 -698.734;
930 20894.7 2845.28 -698.734; 931 20894.7 2971.26 -698.734;
932 20894.7 3097.25 -698.734; 933 21007.3 2593.31 -503.708;
934 21007.3 2719.29 -503.708; 935 21007.3 2845.28 -503.708;
936 21007.3 2971.26 -503.708; 937 21007.3 3097.25 -503.708;
938 21007 2593.31 -2015.03; 939 21007 2719.29 -2015.03;
940 21007 2845.28 -2015.03; 941 21007 2971.26 -2015.03;
942 21007 3097.25 -2015.03; 943 20894.6 2593.31 -1820.34;
944 20894.6 2719.29 -1820.34; 945 20894.6 2845.28 -1820.34;
946 20894.6 2971.26 -1820.34; 947 20894.6 3097.25 -1820.34;
948 20782 2593.31 -1625.31; 949 20782 2719.29 -1625.31;
950 20782 2845.28 -1625.31; 951 20782 2971.26 -1625.31;
952 20782 3097.25 -1625.31; 953 20669.6 2593.31 -1430.63;
954 20669.6 2719.29 -1430.63; 955 20669.6 2845.28 -1430.63;
956 20669.6 2971.26 -1430.63; 957 20669.6 3097.25 -1430.63;
MEMBER INCIDENCES
168 19 173; 170 29 175; 171 36 176; 172 37 177; 173 38 178; 174 39 179;
175 41 180; 176 43 181; 177 45 182; 178 46 183; 179 49 184; 180 50 185;
181 51 186; 182 56 187; 183 59 188; 184 60 189; 185 61 190; 186 62 191;
187 63 192; 188 64 193; 189 65 194; 190 66 195; 191 67 196; 192 68 197;
193 69 198; 194 70 199; 195 71 200; 196 72 201; 197 73 202; 198 75 203;
199 76 204; 200 77 205; 201 78 206; 202 79 207; 203 81 208; 204 84 210;
205 85 211; 206 86 212; 207 87 213; 208 88 214; 209 89 215; 210 90 216;
211 91 217; 212 92 218; 213 93 219; 214 94 220; 215 95 221; 216 96 222;
217 97 223; 218 98 224; 219 99 225; 220 100 226; 221 101 227; 222 102 228;
223 103 229; 224 104 230; 225 105 231; 226 106 232; 227 107 233;
228 110 234; 229 112 235; 230 113 236; 231 114 237; 232 115 238; 233 116
239; 234 117 240;

25. 25
235 118 241; 236 119 242; 237 120 243; 238 121 244; 239 122 245; 240 123
246;
241 124 247; 242 125 248; 243 126 249; 244 127 250; 245 128 251; 246 129
252;
247 130 253; 248 131 254; 249 132 255; 250 133 256; 251 134 257; 252 135
258;
253 136 259; 254 137 260; 255 138 261; 256 139 262; 257 141 263; 258 142
264;
259 143 265; 260 144 266; 261 145 267; 262 146 268; 263 147 269; 264 148
270;
265 149 271; 266 150 272; 267 151 273; 268 152 274; 269 153 275; 270 154
276;
271 155 277; 272 156 278; 273 157 279; 274 158 280; 275 159 281; 276 160
282;
277 161 283; 278 162 284; 279 164 286; 280 166 288; 281 167 289; 282 168
290;
283 170 292; 284 172 294; 285 176 177; 286 177 888; 287 182 178; 288 182
803;
289 185 242; 290 188 236; 291 186 188; 292 189 193; 293 189 191; 294 191
194;
295 193 194; 296 195 196; 297 197 198; 298 199 200; 299 190 192; 300 201
202;
301 204 205; 302 206 207; 303 210 211; 304 210 214; 305 213 221; 306 214
215;
307 216 217; 308 218 219; 309 220 221; 310 212 213; 311 222 223; 312 223
226;
313 225 226; 314 227 228; 315 229 230; 316 231 232; 317 233 224; 318 247
838;

26. 26
319 249 266; 320 251 267; 321 253 278; 322 208 255; 323 207 256; 324 205
257;
325 203 258; 326 199 259; 327 197 260; 328 195 261; 329 193 262; 330 239
264;
331 240 265; 332 242 266; 333 181 267; 334 183 268; 335 180 269; 336 179
270;
337 231 271; 338 229 272; 339 227 273; 340 225 274; 341 220 275; 342 218
276;
343 216 277; 344 214 278; 345 222 225; 346 279 918; 348 281 255; 350 283
280;
351 284 252; 355 202 287; 358 289 279; 359 290 254; 360 285 251; 361 291
185;
362 286 250; 363 292 247; 364 293 190; 365 287 282; 366 294 281; 367 288
253;
369 292 189; 373 294 173; 374 173 234; 375 234 208; 376 234 206; 377 206
204;
378 204 235; 379 235 203; 380 235 201; 381 291 184; 382 242 241; 383 240
187;
384 239 238; 385 263 237; 386 237 236; 387 246 181; 388 245 183; 389 244
180;
390 243 179; 391 175 284; 392 280 252; 393 285 185; 394 251 249; 395 186
286;
396 250 247; 397 282 248; 398 287 190; 400 253 281; 401 222 289; 402 279
254;
403 173 295; 405 175 297; 406 176 298; 407 177 299; 408 178 300; 409 179
301;
410 180 302; 411 181 303; 412 182 304; 413 183 305; 414 184 306; 415 185
307;

27. 27
416 186 308; 417 187 309; 418 188 310; 419 189 311; 420 190 312; 421 191
313;
422 192 314; 423 193 315; 424 194 316; 425 195 317; 426 196 318; 427 197
319;
428 198 320; 429 199 321; 430 200 322; 431 201 323; 432 202 324; 433 203
325;
434 204 326; 435 205 327; 436 206 328; 437 207 329; 438 208 330; 439 210
332;
440 211 333; 441 212 334; 442 213 335; 443 214 336; 444 215 337; 445 216
338;
446 217 339; 447 218 340; 448 219 341; 449 220 342; 450 221 343; 451 222
344;
452 223 345; 453 224 346; 454 225 347; 455 226 348; 456 227 349; 457 228
350;
458 229 351; 459 230 352; 460 231 353; 461 232 354; 462 233 355; 463 234
356;
464 235 357; 465 236 358; 466 237 359; 467 238 360; 468 239 361; 469 240
362;
470 241 363; 471 242 364; 472 243 365; 473 244 366; 474 245 367; 475 246
368;
476 247 369; 477 248 370; 478 249 371; 479 250 372; 480 251 373; 481 252
374;
482 253 375; 483 254 376; 484 255 377; 485 256 378; 486 257 379; 487 258
380;
488 259 381; 489 260 382; 490 261 383; 491 262 384; 492 263 385; 493 264
386;
494 265 387; 495 266 388; 496 267 389; 497 268 390; 498 269 391; 499 270
392;

28. 28
500 271 393; 501 272 394; 502 273 395; 503 274 396; 504 275 397; 505 276
398;
506 277 399; 507 278 400; 508 279 401; 509 280 402; 510 281 403; 511 282
404;
512 283 405; 513 284 406; 514 286 408; 515 288 410; 516 289 411; 517 290
412;
518 292 414; 519 294 416; 520 298 299; 521 299 889; 522 304 300; 523 304
804;
524 307 364; 525 310 358; 526 308 310; 527 311 315; 528 311 313; 529 313
316;
530 315 316; 531 317 318; 532 319 320; 533 321 322; 534 312 314; 535 323
324;
536 326 327; 537 328 329; 538 332 333; 539 332 336; 540 335 343; 541 336
337;
542 338 339; 543 340 341; 544 342 343; 545 334 335; 546 344 345; 547 345
348;
548 347 348; 549 349 350; 550 351 352; 551 353 354; 552 355 346; 553 369
839;
554 371 388; 555 373 389; 556 375 400; 557 330 377; 558 329 378; 559 327
379;
560 325 380; 561 321 381; 562 319 382; 563 317 383; 564 315 384; 565 361
386;
566 362 387; 567 364 388; 568 303 389; 569 305 390; 570 302 391; 571 301
392;
572 353 393; 573 351 394; 574 349 395; 575 347 396; 576 342 397; 577 340
398;
578 338 399; 579 336 400; 580 344 347; 581 401 919; 583 403 377; 585 405
402;

29. 29
586 406 374; 590 324 409; 593 411 401; 594 412 376; 595 407 373; 596 413
307;
597 408 372; 598 414 369; 599 415 312; 600 409 404; 601 416 403; 602 410
375;
604 414 311; 608 416 295; 609 295 356; 610 356 330; 611 356 328; 612 328
326;
613 326 357; 614 357 325; 615 357 323; 616 413 306; 617 364 363; 618 362
309;
619 361 360; 620 385 359; 621 359 358; 622 368 303; 623 367 305; 624 366
302;
625 365 301; 626 297 406; 627 402 374; 628 407 307; 629 373 371; 630 308
408;
631 372 369; 632 404 370; 633 409 312; 635 375 403; 636 344 411; 637 401
376;
638 295 417; 640 297 419; 641 298 420; 642 299 421; 643 300 422; 644 301
423;
645 302 424; 646 303 425; 647 304 426; 648 305 427; 649 306 428; 650 307
429;
651 308 430; 652 309 431; 653 310 432; 654 311 433; 655 312 434; 656 313
435;
657 314 436; 658 315 437; 659 316 438; 660 317 439; 661 318 440; 662 319
441;
663 320 442; 664 321 443; 665 322 444; 666 323 445; 667 324 446; 668 325
447;
669 326 448; 670 327 449; 671 328 450; 672 329 451; 673 330 452; 674 332
454;
675 333 455; 676 334 456; 677 335 457; 678 336 458; 679 337 459; 680 338
460;

30. 30
681 339 461; 682 340 462; 683 341 463; 684 342 464; 685 343 465; 686 344
466;
687 345 467; 688 346 468; 689 347 469; 690 348 470; 691 349 471; 692 350
472;
693 351 473; 694 352 474; 695 353 475; 696 354 476; 697 355 477; 698 356
478;
699 357 479; 700 358 480; 701 359 481; 702 360 482; 703 361 483; 704 362
484;
705 363 485; 706 364 486; 707 365 487; 708 366 488; 709 367 489; 710 368
490;
711 369 491; 712 370 492; 713 371 493; 714 372 494; 715 373 495; 716 374
496;
717 375 497; 718 376 498; 719 377 499; 720 378 500; 721 379 501; 722 380
502;
723 381 503; 724 382 504; 725 383 505; 726 384 506; 727 385 507; 728 386
508;
729 387 509; 730 388 510; 731 389 511; 732 390 512; 733 391 513; 734 392
514;
735 393 515; 736 394 516; 737 395 517; 738 396 518; 739 397 519; 740 398
520;
741 399 521; 742 400 522; 743 401 523; 744 402 524; 745 403 525; 746 404
526;
747 405 527; 748 406 528; 749 408 530; 750 410 532; 751 411 533; 752 412
534;
753 414 536; 754 416 538; 755 420 421; 756 421 890; 757 426 422; 758 426
805;
759 429 486; 760 432 480; 761 430 432; 762 433 437; 763 433 435; 764 435
438;

31. 31
765 437 438; 766 439 440; 767 441 442; 768 443 444; 769 434 436; 770 445
446;
771 448 449; 772 450 451; 773 454 455; 774 454 458; 775 457 465; 776 458
459;
777 460 461; 778 462 463; 779 464 465; 780 456 457; 781 466 467; 782 467
470;
783 469 470; 784 471 472; 785 473 474; 786 475 476; 787 477 468; 788 491
840;
789 493 510; 790 495 511; 791 497 522; 792 452 499; 793 451 500; 794 449
501;
795 447 502; 796 443 503; 797 441 504; 798 439 505; 799 437 506; 800 483
508;
801 484 509; 802 486 510; 803 425 511; 804 427 512; 805 424 513; 806 423
514;
807 475 515; 808 473 516; 809 471 517; 810 469 518; 811 464 519; 812 462
520;
813 460 521; 814 458 522; 815 466 469; 816 523 920; 818 525 499; 820 527
524;
821 528 496; 825 446 531; 828 533 523; 829 534 498; 830 529 495; 831 535
429;
832 530 494; 833 536 491; 834 537 434; 835 531 526; 836 538 525; 837 532
497;
839 536 433; 843 538 417; 844 417 478; 845 478 452; 846 478 450; 847 450
448;
848 448 479; 849 479 447; 850 479 445; 851 535 428; 852 486 485; 853 484
431;
854 483 482; 855 507 481; 856 481 480; 857 490 425; 858 489 427; 859 488
424;

32. 32
860 487 423; 861 419 528; 862 524 496; 863 529 429; 864 495 493; 865 430
530;
866 494 491; 867 526 492; 868 531 434; 870 497 525; 871 466 533; 872 523
498;
873 417 539; 875 419 541; 876 420 542; 877 421 543; 878 422 544; 879 423
545;
880 424 546; 881 425 547; 882 426 548; 883 427 549; 884 428 550; 885 429
551;
886 430 552; 887 431 553; 888 432 554; 889 433 555; 890 434 556; 891 435
557;
892 436 558; 893 437 559; 894 438 560; 895 439 561; 896 440 562; 897 441
563;
898 442 564; 899 443 565; 900 444 566; 901 445 567; 902 446 568; 903 447
569;
904 448 570; 905 449 571; 906 450 572; 907 451 573; 908 452 574; 909 454
576;
910 455 577; 911 456 578; 912 457 579; 913 458 580; 914 459 581; 915 460
582;
916 461 583; 917 462 584; 918 463 585; 919 464 586; 920 465 587; 921 466
588;
922 467 589; 923 468 590; 924 469 591; 925 470 592; 926 471 593; 927 472
594;
928 473 595; 929 474 596; 930 475 597; 931 476 598; 932 477 599; 933 478
600;
934 479 601; 935 480 602; 936 481 603; 937 482 604; 938 483 605; 939 484
606;
940 485 607; 941 486 608; 942 487 609; 943 488 610; 944 489 611; 945 490
612;

33. 33
946 491 613; 947 492 614; 948 493 615; 949 494 616; 950 495 617; 951 496
618;
952 497 619; 953 498 620; 954 499 621; 955 500 622; 956 501 623; 957 502
624;
958 503 625; 959 504 626; 960 505 627; 961 506 628; 962 507 629; 963 508
630;
964 509 631; 965 510 632; 966 511 633; 967 512 634; 968 513 635; 969 514
636;
970 515 637; 971 516 638; 972 517 639; 973 518 640; 974 519 641; 975 520
642;
976 521 643; 977 522 644; 978 523 645; 979 524 646; 980 525 647; 981 526
648;
982 527 649; 983 528 650; 984 530 652; 985 532 654; 986 533 655; 987 534
656;
988 536 658; 989 538 660; 990 542 543; 991 543 891; 992 548 544; 993 548
806;
994 551 608; 995 554 602; 996 552 554; 997 555 559; 998 555 557; 999 557
560;
1000 559 560; 1001 561 562; 1002 563 564; 1003 565 566; 1004 556 558;
1005 567 568; 1006 570 571; 1007 572 573; 1008 576 577; 1009 576 580;
1010 579 587; 1011 580 581; 1012 582 583; 1013 584 585; 1014 586 587;
1015 578 579; 1016 588 589; 1017 589 592; 1018 591 592; 1019 593 594;
1020 595 596; 1021 597 598; 1022 599 590; 1023 613 841; 1024 615 632;
1025 617 633; 1026 619 644; 1027 574 621; 1028 573 622; 1029 571 623;
1030 569 624; 1031 565 625; 1032 563 626; 1033 561 627; 1034 559 628;
1035 605 630; 1036 606 631; 1037 608 632; 1038 547 633; 1039 549 634;
1040 546 635; 1041 545 636; 1042 597 637; 1043 595 638; 1044 593 639;
1045 591 640; 1046 586 641; 1047 584 642; 1048 582 643; 1049 580 644;
1050 588 591; 1051 645 921; 1053 647 621; 1055 649 646; 1056 650 618;

34. 34
1060 568 653; 1063 655 645; 1064 656 620; 1065 651 617; 1066 657 551;
1067 652 616; 1068 658 613; 1069 659 556; 1070 653 648; 1071 660 647;
1072 654 619; 1078 660 539; 1079 539 600; 1080 600 574; 1081 600 572;
1082 572 570; 1083 570 601; 1084 601 569; 1085 601 567; 1086 657 550;
1087 608 607; 1088 606 553; 1089 605 604; 1090 629 603; 1091 603 602;
1092 612 547; 1093 611 549; 1094 610 546; 1095 609 545; 1096 541 650;
1097 646 618; 1098 651 551; 1099 617 615; 1100 552 652; 1101 616 613;
1102 648 614; 1103 653 556; 1105 619 647; 1106 588 655; 1107 645 620;
1108 539 661; 1110 541 663; 1111 542 664; 1112 543 665; 1113 544 666;
1114 545 667; 1115 546 668; 1116 547 669; 1117 548 670; 1118 549 671;
1119 550 672; 1120 551 673; 1121 552 674; 1122 553 675; 1123 554 676;
1124 555 677; 1125 556 678; 1126 557 679; 1127 558 680; 1128 559 681;
1129 560 682; 1130 561 683; 1131 562 684; 1132 563 685; 1133 564 686;
1134 565 687; 1135 566 688; 1136 567 689; 1137 568 690; 1138 569 691;
1139 570 692; 1140 571 693; 1141 572 694; 1142 573 695; 1143 574 696;
1144 576 698; 1145 577 699; 1146 578 700; 1147 579 701; 1148 580 702;
1149 581 703; 1150 582 704; 1151 583 705; 1152 584 706; 1153 585 707;
1154 586 708; 1155 587 709; 1156 588 710; 1157 589 711; 1158 590 712;
1159 591 713; 1160 592 714; 1161 593 715; 1162 594 716; 1163 595 717;
1164 596 718; 1165 597 719; 1166 598 720; 1167 599 721; 1168 600 722;
1169 601 723; 1170 602 724; 1171 603 725; 1172 604 726; 1173 605 727;
1174 606 728; 1175 607 729; 1176 608 730; 1177 609 731; 1178 610 732;
1179 611 733; 1180 612 734; 1181 613 735; 1182 614 736; 1183 615 737;
1184 616 738; 1185 617 739; 1186 618 740; 1187 619 741; 1188 620 742;
1189 621 743; 1190 622 744; 1191 623 745; 1192 624 746; 1193 625 747;
1194 626 748; 1195 627 749; 1196 628 750; 1197 629 751; 1198 630 752;
1199 631 753; 1200 632 754; 1201 633 755; 1202 634 756; 1203 635 757;
1204 636 758; 1205 637 759; 1206 638 760; 1207 639 761; 1208 640 762;
1209 641 763; 1210 642 764; 1211 643 765; 1212 644 766; 1213 645 767;

35. 35
1214 646 768; 1215 647 769; 1216 648 770; 1217 649 771; 1218 650 772;
1219 652 774; 1220 654 776; 1221 655 777; 1222 656 778; 1223 658 780;
1224 660 782; 1225 664 665; 1226 665 892; 1227 670 666; 1228 670 807;
1229 673 730; 1230 676 724; 1231 674 676; 1232 677 681; 1233 677 679;
1234 679 682; 1235 681 682; 1236 683 684; 1237 685 686; 1238 687 688;
1239 678 680; 1240 689 690; 1241 692 693; 1242 694 695; 1243 698 699;
1244 698 702; 1245 701 709; 1246 702 703; 1247 704 705; 1248 706 707;
1249 708 709; 1250 700 701; 1251 710 711; 1252 711 714; 1253 713 714;
1254 715 716; 1255 717 718; 1256 719 720; 1257 721 712; 1258 735 842;
1259 737 754; 1260 739 755; 1261 741 766; 1262 696 743; 1263 695 744;
1264 693 745; 1265 691 746; 1266 687 747; 1267 685 748; 1268 683 749;
1269 681 750; 1270 727 752; 1271 728 753; 1272 730 754; 1273 669 755;
1274 671 756; 1275 668 757; 1276 667 758; 1277 719 759; 1278 717 760;
1279 715 761; 1280 713 762; 1281 708 763; 1282 706 764; 1283 704 765;
1284 702 766; 1285 710 713; 1286 767 922; 1288 769 743; 1290 771 768;
1291 772 740; 1295 690 775; 1298 777 767; 1299 778 742; 1300 773 739;
1301 779 673; 1302 774 738; 1303 780 735; 1304 781 678; 1305 775 770;
1306 782 769; 1307 776 741; 1309 780 677; 1313 782 661; 1314 661 722;
1315 722 696; 1316 722 694; 1317 694 692; 1318 692 723; 1319 723 691;
1320 723 689; 1321 779 672; 1322 730 729; 1323 728 675; 1324 727 726;
1325 751 725; 1326 725 724; 1327 734 669; 1328 733 671; 1329 732 668;
1330 731 667; 1331 663 772; 1332 768 740; 1333 773 673; 1334 739 737;
1335 674 774; 1336 738 735; 1337 770 736; 1338 775 678; 1339 698 782;
1340 741 769; 1341 710 777; 1342 767 742; 1665 702 704; 1666 704 706;
1667 706 708; 1668 708 700; 1669 214 216; 1670 216 218; 1671 218 220;
1672 220 212; 1673 221 219; 1674 219 217; 1675 217 215; 1676 215 211;
1677 336 338; 1678 338 340; 1679 340 342; 1680 342 334; 1681 343 341;
1682 341 339; 1683 339 337; 1684 337 333; 1685 458 460; 1686 460 462;
1687 462 464; 1688 464 456; 1689 465 463; 1690 463 461; 1691 461 459;

36. 36
1692 459 455; 1693 580 582; 1694 582 584; 1695 584 586; 1696 586 578;
1697 587 585; 1698 585 583; 1699 583 581; 1700 581 577; 1701 709 707;
1702 707 705; 1703 705 703; 1704 703 699; 1705 242 240; 1706 240 239;
1707 239 237; 1708 237 186; 1709 236 238; 1710 238 187; 1711 187 241;
1712 241 184; 1713 193 195; 1714 195 197; 1715 197 199; 1716 199 190;
1717 194 196; 1718 196 198; 1719 198 200; 1720 200 192; 1721 226 228;
1722 228 230; 1723 230 232; 1724 232 224; 1725 225 227; 1726 227 229;
1727 229 231; 1728 231 233; 1729 364 362; 1730 362 361; 1731 361 359;
1732 359 308; 1733 358 360; 1734 360 309; 1735 309 363; 1736 363 306;
1737 315 317; 1738 317 319; 1739 319 321; 1740 321 312; 1741 316 318;
1742 318 320; 1743 320 322; 1744 322 314; 1745 348 350; 1746 350 352;
1747 352 354; 1748 354 346; 1749 347 349; 1750 349 351; 1751 351 353;
1752 353 355; 1753 486 484; 1754 484 483; 1755 483 481; 1756 481 430;
1757 480 482; 1758 482 431; 1759 431 485; 1760 485 428; 1761 437 439;
1762 439 441; 1763 441 443; 1764 443 434; 1765 438 440; 1766 440 442;
1767 442 444; 1768 444 436; 1769 470 472; 1770 472 474; 1771 474 476;
1772 476 468; 1773 469 471; 1774 471 473; 1775 473 475; 1776 475 477;
1777 608 606; 1778 606 605; 1779 605 603; 1780 603 552; 1781 602 604;
1782 604 553; 1783 553 607; 1784 607 550; 1785 559 561; 1786 561 563;
1787 563 565; 1788 565 556; 1789 560 562; 1790 562 564; 1791 564 566;
1792 566 558; 1793 592 594; 1794 594 596; 1795 596 598; 1796 598 590;
1797 591 593; 1798 593 595; 1799 595 597; 1800 597 599; 1801 730 728;
1802 728 727; 1803 727 725; 1804 725 674; 1805 724 726; 1806 726 675;
1807 675 729; 1808 729 672; 1809 681 683; 1810 683 685; 1811 685 687;
1812 687 678; 1813 682 684; 1814 684 686; 1815 686 688; 1816 688 680;
1817 714 716; 1818 716 718; 1819 718 720; 1820 720 712; 1821 713 715;
1822 715 717; 1823 717 719; 1824 719 721; 1837 795 796; 1838 796 745;
1839 797 798; 1840 798 770; 1841 799 800; 1842 800 623; 1843 801 802;
1844 802 648; 1845 803 181; 1846 804 303; 1847 805 425; 1848 806 547;

37. 37
1849 807 669; 1850 808 183; 1851 809 305; 1852 810 427; 1853 811 549;
1854 812 671; 1859 662 817; 1860 813 208; 1861 814 330; 1862 815 452;
1863 816 574; 1864 817 696; 1865 818 207; 1866 819 329; 1867 820 451;
1868 821 573; 1869 822 818; 1870 823 819; 1871 824 820; 1872 825 821;
1873 826 695; 1874 205 828; 1875 327 829; 1876 449 830; 1877 571 831;
1878 827 691; 1879 828 202; 1880 829 324; 1881 830 446; 1882 831 568;
1883 832 690; 1884 255 833; 1885 377 834; 1886 499 835; 1887 833 256;
1888 834 378; 1889 835 500; 1890 257 836; 1891 379 837; 1892 501 502;
1893 836 258; 1894 837 380; 1895 838 843; 1896 839 844; 1897 840 845;
1898 841 846; 1899 842 847; 1900 843 848; 1901 844 849; 1902 845 850;
1903 846 851; 1904 847 852; 1905 848 853; 1906 849 854; 1907 850 855;
1908 851 856; 1909 852 857; 1910 853 248; 1911 854 370; 1912 855 492;
1913 856 614; 1914 857 736; 1915 858 265; 1916 859 387; 1917 860 509;
1918 861 631; 1919 862 753; 1920 863 264; 1921 864 386; 1922 865 508;
1923 866 630; 1924 867 752; 1925 868 263; 1926 869 385; 1927 870 507;
1928 871 629; 1929 872 751; 1930 873 250; 1931 874 372; 1932 875 494;
1933 876 616; 1934 877 738; 1935 878 268; 1936 879 390; 1937 880 512;
1938 881 634; 1939 882 756; 1940 268 269; 1941 390 391; 1942 512 513;
1943 634 635; 1944 756 757; 1945 883 270; 1946 884 392; 1947 885 514;
1948 886 636; 1949 887 758; 1950 270 252; 1951 392 374; 1952 514 496;
1953 636 618; 1954 758 740; 1955 888 243; 1956 889 365; 1957 890 487;
1958 891 609; 1959 892 731; 1960 893 244; 1961 894 366; 1962 895 488;
1963 896 610; 1964 897 732; 1965 898 245; 1966 899 367; 1967 900 489;
1968 901 611; 1969 902 733; 1970 903 246; 1971 904 368; 1972 905 490;
1973 906 612; 1974 907 734; 1975 908 180; 1976 909 302; 1977 910 424;
1978 911 546; 1979 912 668; 1980 913 179; 1981 914 301; 1982 915 423;
1983 916 545; 1984 917 667; 1985 918 923; 1986 919 924; 1987 920 925;
1988 921 926; 1989 922 927; 1990 923 928; 1991 924 929; 1992 925 930;
1993 926 931; 1994 927 932; 1995 928 933; 1996 929 934; 1997 930 935;

38. 38
1998 931 936; 1999 932 937; 2000 933 280; 2001 934 402; 2002 935 524;
2003 936 646; 2004 937 768; 2005 938 943; 2006 939 944; 2007 940 945;
2008 941 946; 2009 942 947; 2010 943 277; 2011 944 399; 2012 945 521;
2013 946 643; 2014 947 765; 2015 948 953; 2016 949 954; 2017 950 955;
2018 951 956; 2019 952 957; 2020 953 275; 2021 954 397; 2022 955 519;
2023 956 641; 2024 957 763; 2076 815 538; 2079 294 813; 2084 660 574;
2086 542 545; 2090 416 814; 2093 243 893; 2094 244 898; 2095 245 903;
2096 246 178; 2097 365 894; 2098 366 899; 2099 367 904; 2100 368 300;
2101 745 797; 2102 743 795; 2103 695 693; 2104 691 832; 2105 623 801;
2106 621 799; 2107 208 822; 2108 330 823; 2109 452 824; 2110 574 825;
2111 696 826; 2112 207 205; 2113 329 327; 2114 451 449; 2115 573 571;
2116 256 257; 2117 378 379; 2118 500 501; 2119 693 827; 2120 266 858;
2121 267 878; 2122 278 938; 2123 185 249; 2124 190 248; 2125 286 292;
2126 290 212; 2127 289 290; 2128 388 859; 2129 389 879; 2130 400 939;
2131 307 371; 2132 312 370; 2133 408 414; 2134 412 334; 2135 411 412;
2136 510 860; 2137 511 880; 2138 522 940; 2139 429 493; 2140 434 492;
2141 530 536; 2142 534 456; 2143 533 534; 2144 632 861; 2145 633 881;
2146 644 941; 2147 551 615; 2148 556 614; 2149 652 658; 2150 656 578;
2151 655 656; 2152 754 862; 2153 755 882; 2154 766 942; 2155 673 737;
2156 678 736; 2157 774 780; 2158 782 662; 2159 778 700; 2160 777 778;
2161 181 808; 2162 303 809; 2163 425 810; 2164 547 811; 2165 669 812;
2166 183 908; 2167 305 909; 2168 427 910; 2169 549 911; 2170 671 912;
2171 502 526; 2172 258 282; 2173 380 404; 2174 265 863; 2175 387 864;
2176 509 865; 2177 631 866; 2178 753 867; 2179 264 868; 2180 386 869;
2181 508 870; 2182 630 871; 2183 752 872; 2184 263 873; 2185 385 874;
2186 507 875; 2187 629 876; 2188 751 877; 2189 269 883; 2190 391 884;
2191 513 885; 2192 635 886; 2193 757 887; 2194 487 895; 2195 609 896;
2196 731 897; 2197 488 900; 2198 610 901; 2199 732 902; 2200 489 905;
2201 611 906; 2202 733 907; 2203 490 422; 2204 612 544; 2205 734 666;

39. 39
2206 180 913; 2207 302 914; 2208 424 915; 2209 546 916; 2210 668 917;
2211 179 176; 2212 301 298; 2213 423 420; 2214 545 542; 2215 667 664;
2216 276 948; 2217 277 276; 2218 398 949; 2219 399 398; 2220 520 950;
2221 521 520; 2222 642 951; 2223 643 642; 2224 764 952; 2225 765 764;
2226 275 254; 2227 397 376; 2228 519 498; 2229 641 620; 2230 763 742;
ELEMENT INCIDENCES SHELL
1344 778 708 763 742; 1346 662 769 743 696; 1348 696 743 744 695;
1349 694 695 693 692; 1351 692 693 691 723; 1352 693 745 746 691;
1353 723 691 690 689; 1354 691 746 770 690; 1355 695 744 745 693;
1356 680 678 687 688; 1357 678 736 747 687; 1358 688 687 685 686;
1359 687 747 748 685; 1360 686 685 683 684; 1361 685 748 749 683;
1362 684 683 681 682; 1363 683 749 750 681; 1364 682 681 677 679;
1365 681 750 735 677; 1366 676 774 725 724; 1367 724 725 727 726;
1368 674 738 751 725; 1369 725 751 752 727; 1370 726 727 728 675;
1371 727 752 753 728; 1372 675 728 730 729; 1373 728 753 754 730;
1374 729 730 673 672; 1375 730 754 737 779; 1376 755 669 773 739;
1377 669 734 666 670; 1378 756 671 669 755; 1379 671 733 734 669;
1380 757 668 671 756; 1381 668 732 733 671; 1382 758 667 668 757;
1383 667 731 732 668; 1384 740 772 667 758; 1385 664 665 731 667;
1386 712 771 719 720; 1387 720 719 717 718; 1388 719 759 760 717;
1389 718 717 715 716; 1390 717 760 761 715; 1391 716 715 713 714;
1392 715 761 762 713; 1393 713 762 767 710; 1394 714 713 777 711;
1396 700 742 763 708; 1397 709 708 706 707; 1398 708 763 764 706;
1399 707 706 704 705; 1400 706 764 765 704; 1401 705 704 702 703;
1402 704 765 766 702; 1403 703 702 776 699; 1404 702 766 741 776;
1405 721 768 759 719; 1408 600 574 573 572; 1409 574 621 622 573;
1410 572 573 571 570; 1411 573 622 623 571; 1412 570 571 569 601;
1413 571 623 624 569; 1414 558 659 565 566; 1415 556 614 625 565;
1416 566 565 563 564; 1417 565 625 626 563; 1418 564 563 561 562;

40. 40
1419 563 626 627 561; 1420 562 561 559 560; 1421 561 627 628 559;
1422 560 559 658 557; 1423 559 628 613 555; 1424 554 552 603 602;
1425 552 616 629 603; 1426 602 603 605 604; 1427 603 629 630 605;
1428 604 605 606 553; 1429 605 630 631 606; 1430 553 606 608 607;
1431 606 631 632 608; 1432 607 608 551 550; 1433 608 632 615 657;
1436 634 549 547 633; 1437 549 611 612 547; 1438 635 546 549 634;
1439 546 610 611 549; 1440 636 545 546 635; 1441 545 609 610 546;
1443 542 543 609 545; 1444 590 599 597 598; 1445 597 599 646 637;
1446 596 598 597 595; 1447 638 595 597 637; 1448 596 595 593 594;
1449 595 638 639 593; 1450 594 593 591 592; 1451 591 593 639 640;
1452 655 591 640 645; 1453 589 592 591 588; 1454 579 578 586 587;
1455 578 620 641 586; 1456 587 586 584 585; 1457 586 641 642 584;
1458 585 584 582 583; 1459 584 642 643 582; 1460 583 582 580 581;
1461 582 643 644 580; 1462 581 580 576 577; 1463 580 644 619 576;
1466 650 545 609 543; 1468 601 567 568 569; 1469 569 624 648 568;
1484 448 449 447 479; 1485 449 501 502 447; 1488 447 502 526 446;
1489 537 436 444 443; 1490 434 492 503 443; 1491 444 443 441 442;
1492 443 503 504 441; 1493 442 441 439 440; 1494 441 504 505 439;
1495 440 439 437 438; 1496 439 505 506 437; 1497 438 437 536 435;
1498 437 506 491 433; 1499 430 481 480 432; 1500 494 507 481 430;
1501 481 483 482 480; 1502 507 508 483 481; 1503 483 484 431 482;
1504 508 509 484 483; 1505 484 486 485 431; 1506 509 510 486 484;
1507 486 429 428 485; 1508 510 493 429 486; 1509 511 425 426 495;
1510 425 490 422 426; 1511 512 427 425 511; 1512 427 489 490 425;
1513 513 424 427 512; 1514 424 488 489 427; 1515 514 423 424 513;
1516 423 487 488 424; 1517 496 420 423 514; 1518 420 421 487 423;
1519 515 475 527 524; 1520 475 476 468 419; 1521 516 473 475 515;
1522 473 474 476 475; 1523 517 471 473 516; 1524 471 472 474 473;
1525 518 469 471 517; 1526 469 470 472 471; 1527 523 466 469 518;

41. 41
1528 466 467 470 469; 1529 456 498 519 464; 1530 457 456 464 465;
1531 465 464 462 463; 1533 416 403 377 330; 1534 356 330 329 328;
1535 330 377 378 329; 1536 328 329 327 326; 1537 329 378 379 327;
1538 326 327 325 357; 1539 327 379 380 325; 1540 357 325 324 323;
1541 325 380 404 409; 1542 314 415 321 322; 1543 312 370 381 321;
1546 321 381 382 319; 1547 319 382 383 317; 1548 318 317 315 316;
1549 320 319 317 318; 1550 316 315 311 313; 1551 315 384 369 311;
1552 310 308 359 358; 1555 358 359 361 360; 1556 359 385 386 361;
1557 360 361 362 309; 1558 361 386 387 362; 1559 309 362 364 363;
1560 362 387 388 364; 1561 363 364 307 306; 1562 364 388 371 307;
1563 389 303 304 373; 1564 303 368 300 304; 1565 390 305 303 389;
1572 392 301 302 391; 1573 301 365 366 302; 1574 374 298 301 392;
1577 297 402 393 353; 1578 354 346 355 353; 1583 350 352 351 349;
1584 349 351 394 395; 1585 348 350 349 347; 1586 345 348 347 411;
1587 411 347 396 401; 1588 334 376 397 342; 1589 335 334 342 343;
1590 343 342 340 341; 1591 340 342 397 398; 1592 341 340 338 339;
1593 338 340 398 399; 1594 339 338 336 337; 1595 336 338 399 400;
1596 337 336 410 333; 1597 410 336 400 375; 1598 317 383 384 315;
1599 351 394 393 353; 1600 347 396 395 349; 1601 177 176 179 243;
1602 176 252 270 179; 1603 243 179 180 244; 1604 179 270 269 180;
1605 244 180 183 245; 1606 180 269 268 183; 1607 246 181 285 178;
1608 181 267 251 182; 1609 291 184 241 242; 1610 291 249 266 242;
1611 242 241 187 240; 1612 266 242 240 265; 1613 240 187 238 239;
1614 265 264 239 240; 1615 239 238 236 237; 1616 264 239 237 263;
1617 237 236 188 186; 1618 263 237 286 250; 1619 292 191 194 193;
1620 247 292 193 262; 1621 193 194 196 195; 1622 262 193 195 261;
1623 195 196 198 197; 1624 261 195 197 260; 1625 197 198 200 199;
1626 260 197 199 259; 1627 199 200 192 190; 1628 259 199 190 248;
1629 258 282 202 203; 1630 203 235 201 202; 1631 257 205 203 258;

42. 42
1632 205 204 235 203; 1633 256 207 205 257; 1634 207 206 204 205;
1635 255 208 207 256; 1636 208 234 206 207; 1637 281 294 208 255;
1639 214 278 253 288; 1640 215 211 288 214; 1641 217 215 214 216;
1642 216 277 278 214; 1643 218 276 277 216; 1644 219 218 216 217;
1645 221 219 218 220; 1648 213 212 220 221; 1649 226 225 289 223;
1650 225 274 279 222; 1651 226 228 227 225; 1652 227 225 274 273;
1653 228 230 229 227; 1654 227 229 272 273; 1655 230 232 231 229;
1656 231 271 272 229; 1657 232 224 283 231; 1658 283 231 271 280;
1659 212 254 275 220; 1660 245 246 181 183; 1661 183 268 267 181;
1664 731 732 668 667; 2025 722 696 695 694; 2026 720 719 721 712;
2027 711 710 713 714; 2028 701 709 708 778; 2029 703 699 698 702;
2031 723 689 690 691; 2032 781 680 688 687; 2033 681 682 679 677;
2034 674 676 724 725; 2035 673 730 729 672; 2036 669 670 666 734;
2037 664 667 892 665; 2038 547 548 544 906; 2039 633 547 651 617;
2040 601 567 568 569; 2041 569 624 648 568; 2042 618 636 545 650;
2043 456 457 465 464; 2044 498 456 464 955; 2045 464 465 463 462;
2046 955 464 462 950; 2047 462 463 461 460; 2048 950 462 460 945;
2049 460 461 459 458; 2050 945 460 458 940; 2051 458 459 455 454;
2052 522 458 454 497; 2055 452 478 450 820; 2056 499 815 451 835;
2057 820 450 448 449; 2058 500 820 449 501; 2059 449 448 479 447;
2060 501 449 447 502; 2061 449 447 502 501; 2062 447 479 445 446;
2063 447 446 526 502; 2064 351 353 354 352; 2065 391 390 305 302;
2066 319 320 322 321; 2067 298 301 365 299; 2068 391 390 305 302;
2069 302 305 899 894; 2070 389 373 304 303; 2071 303 904 300 407;
2072 390 389 303 305; 2073 305 899 904 303; 2074 372 308 359 385;
2077 421 890 423 528; 2078 496 420 915 514; 2083 661 662 817 722;
2085 660 574 600 539; 2087 542 545 891 543; 2088 294 173 234 813;
2089 220 218 276 275; 2091 416 295 356 330; 2092 417 478 815 538;
UNIT METER KN

43. 43
ELEMENT PROPERTY
1344 1346 1348 1349 1351 TO 1394 1396 TO 1405 1408 TO 1433 1436 TO
1441 1443 -
1444 TO 1463 1466 1468 1469 1484 1485 1488 TO 1531 1533 TO 1543 1546
TO 1552 -
1555 TO 1565 1572 TO 1574 1577 1578 1583 TO 1637 1639 TO 1645 1648
TO 1661 -
1664 2025 TO 2029 2031 TO 2052 2055 TO 2074 2077 2078 2083 2085 2087
TO 2089 -
2091 2092 THICKNESS 0.15
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON0.17
DENSITY 23.5615
ALPHA 5.5e-006
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTYAMERICAN
285 287 291 293 295 TO 303 306 TO 311 313 TO 317 322 TO 344 350 351
355 358 -
359 TO 367 369 373 375 379 381 TO 398 400 TO 402 520 522 526 528 530
TO 538 -
541 TO 546 548 TO 552 557 TO 579 585 586 590 593 TO 602 604 608 610
614 616 -
617 TO 633 635 TO 637 755 757 761 763 765 TO 773 776 TO 781 783 TO 787
792 -
793 TO 814 820 821 825 828 TO 837 839 843 845 849 851 TO 868 870 TO
872 990 -

44. 44
992 996 998 1000 TO 1008 1011 TO 1016 1018 TO 1022 1027 TO 1049 1055
1056 -
1060 1063 TO 1072 1078 1080 1084 1086 TO 1103 1105 TO 1107 1225 1227
1231 -
1233 1235 TO 1243 1246 TO 1251 1253 TO 1257 1262 TO 1284 1290 1291
1295 1298 -
1299 TO 1307 1309 1313 1315 1319 1321 TO 1342 1869 TO 1872 2123 TO
2127 2131 -
2132 TO 2135 2139 TO 2143 2147 TO 2151 2155 TO 2160 PRIS YD 0.45 ZD
0.3
168 170 TO 284 403 405 TO 519 638 640 TO 754 873 875 TO 989 1108 1110
TO 1223 -
1224 PRIS YD 0.3 ZD 0.3
MEMBER PROPERTYAMERICAN
286 288 TO 290 292 294 304 305 312 318 TO 321 345 346 348 374 376 TO
378 380 -
521 523 TO 525 527 529 539 540 547 553 TO 556 580 581 583 609 611 TO
613 -
615 756 758 TO 760 762 764 774 775 782 788 TO 791 815 816 818 844 -
846 TO 848 850 991 993 TO 995 997 999 1009 1010 1017 1023 TO 1026 1050
1051 -
1053 1079 1081 TO 1083 1085 1226 1228 TO 1230 1232 1234 1244 1245 1252
1258 -
1259 TO 1261 1285 1286 1288 1314 1316 TO 1318 1320 1665 TO 1824 1837
TO 1854 -
1859 TO 1868 1873 TO 2024 2076 2079 2084 2086 2090 2093 TO 2122 2128
TO 2130 -
2136 TO 2138 2144 TO 2146 2152 TO 2154 2161 TO 2230 PRIS YD 0.45 ZD
0.3

45. 45
CONSTANTS
MATERIAL CONCRETEALL
SUPPORTS
19 21 29 36 TO 39 41 43 45 46 49 TO 51 56 59 TO 73 75 TO 79 81 84 TO 107
110 -
112 TO 139 141 TO 162 164 166 TO 168 170 172 FIXED
LOAD 1 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 168 170 TO 346 348 350 351 355 358 TO 367 369 -
373 TO 398 400 TO 403 405 TO 581 583 585 586 590 593 TO 602 604 608 TO
633 -
635 TO 638 640 TO 816 818 820 821 825 828 TO 837 839 843 TO 868 870 TO
873 -
875 TO 1051 1053 1055 1056 1060 1063 TO 1072 1078 TO 1103 1105 TO
1108 1110 -
1111 TO 1286 1288 1290 1291 1295 1298 TO 1307 1309 1313 TO 1342 1344
1346 -
1348 1349 1351 TO 1394 1396 TO 1405 1408 TO 1433 1436 TO 1441 1443
TO 1463 -
1466 1468 1469 1484 1485 1488 TO 1531 1533 TO 1543 1546 TO 1552 1555
TO 1565 -
1572 TO 1574 1577 1578 1583 TO 1637 1639 TO 1645 1648 TO 1661 1664
TO 1824 -
1837 TO 1854 1859 TO 2029 2031 TO 2052 2055 TO 2074 2076 TO 2079 -
2083 TO 2230
MEMBER LOAD
1225 TO 1227 1230 1231 1233 1234 1239 1240 1243 1245 1250 TO 1252 -
1257 TO 1261 1286 1288 1290 1291 1295 1298 TO 1307 1309 1313 1314 -
1316 TO 1318 1320 1321 1331 TO 1342 1701 TO 1704 1805 TO 1808 1813
TO 1820 -

46. 46
1837 TO 1840 1899 1904 1909 1914 1919 1924 1929 1934 1939 1944 1949
1954 -
1959 1964 1969 1974 1989 1994 1999 2004 2009 2014 2019 2024 2101 2102
2152 -
2154 TO 2160 2178 2183 2188 2193 2196 2199 2202 2205 2224 2225 -
2230 UNI GY -3.68
285 TO 346 348 350 351 355 358 TO 367 369 373 TO 398 400 TO 402 520 TO
581 -
583 585 586 590 593 TO 602 604 608 TO 633 635 TO 637 755 TO 816 818
820 821 -
825 828 TO 837 839 843 TO 868 870 TO 872 990 TO 1051 1053 1055 1056
1060 -
1063 TO 1072 1078 TO 1103 1105 TO 1107 1669 TO 1700 1705 TO 1800 -
1841 TO 1848 1850 TO 1853 1860 TO 1863 1865 TO 1872 1874 TO 1877 -
1879 TO 1882 1884 TO 1898 1900 TO 1903 1905 TO 1908 1910 TO 1913 -
1915 TO 1918 1920 TO 1923 1925 TO 1928 1930 TO 1933 1935 TO 1938 -
1940 TO 1943 1945 TO 1948 1950 TO 1953 1955 TO 1958 1960 TO 1963 -
1965 TO 1968 1970 TO 1973 1975 TO 1978 1980 TO 1983 1985 TO 1988 -
1990 TO 1993 1995 TO 1998 2000 TO 2003 2005 TO 2008 2010 TO 2013 -
2015 TO 2018 2020 TO 2023 2076 2079 2084 2086 2090 2093 TO 2100 2105
TO 2110 -
2112 TO 2118 2120 TO 2151 2161 TO 2164 2166 TO 2169 2171 TO 2177 -
2179 TO 2182 2184 TO 2187 2189 TO 2192 2194 2195 2197 2198 2200 2201
2203 -
2204 2206 TO 2209 2211 TO 2214 2216 TO 2223 2226 TO 2229 UNI GY -14
LOAD 2 LOADTYPE Live TITLE LIVE LOAD
ELEMENT LOAD
1344 1346 1348 1349 1351 TO 1394 1396 TO 1405 1408 TO 1433 1436 TO
1441 1443 -

47. 47
1444 TO 1463 1466 1468 1469 1484 1485 1488 TO 1531 1533 TO 1543 1546
TO 1552 -
1555 TO 1565 1572 TO 1574 1577 1578 1583 TO 1637 1639 TO 1645 1648
TO 1661 -
1664 2025 TO 2029 2031 TO 2052 2055 TO 2074 2077 2078 2083 2085 2087
TO 2089 -
2091 2092 PR GY -4
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.5 2 1.5
PERFORMANALYSIS PRINT ALL
PERFORMANALYSIS PRINT ALL
PERFORMANALYSIS PRINT ALL
DEFINE ENVELOP
1 TO 3 ENVELOP 1
END DEFINE ENVELOP
START CONCRETEDESIGN
CODE INDIAN
UNIT MMS NEWTON
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
TRACK 0 ALL
DESIGN BEAM 285 TO 346 348 350 351 355 358 TO 367 369 373 TO 398
400 TO 402 -
520 TO 581 583 585 586 590 593 TO 602 604 608 TO 633 635 TO 637 755 TO
816 -
818 820 821 825 828 TO 837 839 843 TO 868 870 TO 872 990 TO 1051 1053
1055 -

48. 48
1056 1060 1063 TO 1072 1078 TO 1103 1105 TO 1107 1225 TO 1286 1288
1290 1291 -
1295 1298 TO 1307 1309 1313 TO 1342 1665 TO 1824 1837 TO 1854 1859
TO 2024 -
2076 2079 2084 2086 2090 2093 TO 2230
DESIGN COLUMN 168 170 TO 284 403 405 TO 519 638 640 TO 754 873
875 TO 989 -
1108 1110 TO 1224
DESIGN ELEMENT 1344 1346 1348 1349 1351 TO 1394 1396 TO 1405 1408
TO 1433 -
1436 TO 1441 1443 TO 1463 1466 1468 1469 1484 1485 1488 TO 1531 1533
TO 1543 -
1546 TO 1552 1555 TO 1565 1572 TO 1574 1577 1578 1583 TO 1637 1639
TO 1645 -
1648 TO 1661 1664 2025 TO 2029 2031 TO 2052 2055 TO 2074 2077 2078
2083 2085 -
2087 TO 2089 2091 2092
CONCRETETAKE
END CONCRETEDESIGN
UNIT METER KN
PERFORMANALYSIS PRINT ALL
PERFORMANALYSIS PRINT ALL
FINISH

49. 49
Figure:4.4 STAAD Models of Building

50. 50
Figure :4.5 Structural 3D View
Figure: 4.6 Axial force of Building

51. 51
Figure: 4.7.1 Bending Moment Y
Figure: 4.7.2 Bending Moment Z

52. 52
GRAPH FOR MAXIMUM LOADED BEAM
ANALYSIS RESULTS OF MAXIMUM LOADED BEAM NO. 2114.
Figure 4.8 Graph For The Bending Moment MZ Of Beam No 2114
Figure 4.9 Graph For The Shear Force FY Of Beam No 2114
Figure 4.10 Graph For The Shear Force FZ Of Beam No2114

53. 53
GRAPH FOR MAXIMUM LOADED COLUMN
ANALYSIS RESULTS OF MAXIMUM LOADED COLUMN NO. 733
Figure:4.11 Graph for the Bending moment MZ of column no 733
Figure:4.12 Graph For The Shear Force FY Of Column No 733
Figure 4.13 Graph For The Shear Force FZ Of Column No 733

54. 54
CHAPTER 5
ANALYSIS AND DESIGN OF BEAMS
5.1 GENERAL
Based on the analysis data from the software the beams
were designed using the limit state method of design from IS 456 : 2000
with aids from SP:16. The beam was designed in to singly reinforced
and doubly reinforced beam based on the moments, span and the nature
of the support.
5.2 ANALYSIS OF BEAM
5.2.1 ANALYSIS OF BEAM (2114) ANALYSIS REPORT FROM
STAAD Pro 2008

55. 55
5..3 MANUAL DESIGN OF BEAM
From the Figure of Reinforcement details of STAAD
Pro.2008 the maximum moment value of beam no.2114 should be taken .
5.3.1 PRELIMINARYDATA BEAM NUMBER (2114)
Maximum moment = 127 kNm
Size of the beam = 0.45 x0.3 m
Concrete mix (fck) = 20N/mm2
Characteristic strength, (fy) = 415 N/mm2
Factored moment, Mu = 1.5 x 127
= 190.5 kNm
Assuming 20mm dia of bars with clear cover of 25mm
Effective depth (d) = 450 - 25- 25/2
= 412.5mm
From sp 16 for fy 415 N/mm2 ; fck= 20 N/mm2
Mulimit = 0.138 x fck bd 2
= 140 .88 KN .m
Since Mu>Mu limit; Design a doubly reinforced section.
Mu-Mulim = 190.5-140.88
= 49.62KN.m
fsc = { 0.0035 (Xumax-d1)/(Xumax)}Es
= {0.0035(0.48x412.5)}-25/(0.48x412.5)}828105
= 611 N/mm2
But fsc>0.87 fy = 0.87x415
= 361.05 N/mm2

56. 56
As = {(Mu-Mulimit)/(fsc(d-d1))}
= {(49.628106)/(361.05(412.5-25))}
Asc = 354.66mm2
Provide 4 bar of 12mm dia = 452mm2
Ast2 = Asc fsc /(0.87fy)
= (452x361.05)/(0.87x415)
= 452mm2
Ast2 = (0.36fscbXulimit)/(0.87fy)
= 1184.54mm2
Total tension reinforcement,
Ast = 1184.54+452
= 1636.54mm2
SHEAR REINFORCEMENT:
Check for shear
Shear stress, (‫ﺡ‬v) = Vu/bd
(From staad pro, Vu=97.1KN)
= (97.1x103 )/(300x412.5)
= 0.78 N/mm2
Pt = (100xAst)/bd
= 1.32
‫ﺡ‬c = 0.68
‫ﺡ‬v>‫ﺡ‬c, Shear reinforcement are required
Balanced shear, Vus = Vu-(‫ﺡ‬cbd)
= (97.1x102)-(0.68x300x412.5)
Vus = 12.95KN

57. 57
Using 8mm diameter two-legged stirrups the spacing is
Sv = (0.87fyAsvd)Vus
= (0.87x415x2x50.26x412.5) / (12.95x103)
Sv = 1156.04mm
Sv >0.75d = 0.75x412.5
= 309.375mm
Adopt 8mm dia two-legged stirrups at 150mm c/c
5.3.4 REINFORCEMENT DETAILS OF BEAM NO. 2114
Figure 5.1 Reinforcement Details of Beam Number .2114

58. 58
CHAPTER 6
DESIGN AND ANALYSIS OF COLUMNS
6.1 GENERAL
Based on the analysis data from the software the columns
were designed using the limit state method of design from IS 456 : 2000
with aids from SP:16. Column is defined as an element used primarily to
support axial compression and with a height of at least three times of
its least dimension.
6.2 ANALYSIS OF COLUMN
6.2.1 ANALYSIS OF COLUMN 733 ANALYSIS REPORTFROM
STAAD Pro 2008
Table 7.1 Analysis of column number .733

59. 59
6.3 MANUAL DESIGN OF COLUMN
6.3.1 PRELIMINARY DATA OF COLUMN NUMBER 733:
Axial load =1011KN
Moment =7.95KN.m
Size of column = 0.3x0.3m
Concrete mix (fck) =20N/mm2
Characteristic strength(fy) =415N/mm2
Pu=1.5x1011 =1516.5KN
Mu=1.5x7.95 =11.925 KN.m
DESGIN CALCULATION:
Assume 25mm bars with 40 mm cover
d ’ = 40+12.5= 52.5mm
d’/D = 52.5/300
= 0.175
d’/D = 0.2
Pu/fckbd =((1516.5x103)/(20x300x300))
=0.842
Mu/fckbd = 11.925x106 / 20x330x3002
= 0.02
From chat 33of Sp:16
P/fck =0.14
P = 0.14x20
=2.8

60. 60
Ast = (Pbd)/100
Ast = (2.8x300x300)/100
Ast =2520mm2
Number of bars =ASt/((π/4)x202)
= 2520/((π/4)x202)
= 8 NOS
Provide 8NOS of 20mm dia bar, AS provided = 2520mm2
DESIGN OF TIES:
Diameter:
i. 5mm least
ii. ¼ x main bar diameter = ¼ x 20 =5mm
Adopt6mm dia bars becausewhich is the minimum rod available in market
PITCH:
i. least lateral dimension = 400mm
ii. 16 x dia of bar = 16x20 = 320mm
Adopta pitch of 320mm

61. 61
6.3 REINFORCEMENTDETAILS OF COLUMN NUMBER .733
Figure: 6.1 Reinforce Moment Details of Column Number.733

62. 62
CHAPTER 7
DESIGN OF FOOTING
7.1 GENERAL
The design of the footing is done manually following the IS
456 : 2000 with aids to SP:16. The design is based on the maximum
axial load acting on the column and also the size of the column. The
type of footing designed is rectangular type. The axial load value is
taken from the STAAD Pro 2008 output.
7.2 DESIGN CALCULATION
7.2.1 DATA
Maximum axial load Pu=1011KN
Size of footing = 0.3X0.3m
Safe bearing capacity of soil at site is 250KN/mm2
SIZE OF FOOTING
Load of column =1011KN
vSelf – weight of footing (10%) =101.1KN
Footing area =P / SBC
=1112.1/(1.5x250)
=2.96m2
Proportion the footing area in the same area proportionas the side of
the column

63. 63
Hence (3x)x(3x) = 3m2
9x2 = 3
x2 = 0.33
x = 0.577
Short side of footing = 3x0.577
= 1.731m
Long side of footing = 3x0.577
= 1.731m
Adopta square footing = 2mx2m
Factored soil pressure at base is computed as
Pu = 1011/(2x2)
= 252.75KN/m2
Pu<(1.5x250) = 375KN/m2
Hence the footing area is adequate since the soil pressuredeveloped at the
base is less than the factored bearing capacity of soil
FACTORED BADING MOMENT:
Cantilever projection from both side face of the column
= 1/2(2-0.3)
= 0.85m
Bending moment at both side face of column
= 0.5xPuxL2
= 0.5x252.72x0.852
= 91.30KNm

64. 64
DEPTHOF FOOTING:
a) From moment considerationwe have
Mu = 0.138 fckbd2
91.30x106 = 0.138x20x300xd2
91.30x106 = 828d2
d2 = ((91.30x106) /(828))
d2 = 332.06mm
b) Shearforce per meter width
Vul = Pu(l-d)
= 252.775(850-d)
Assuming the shear strength of ‫ﺡ‬c= 0.36 for M20 grade concrete with
nominal percentage of reinforcement, Pt=0.25
0.36 = 252.75(850-d)/1000xd
Solving,
d = 350mm
Overall depth, D = 400mm
REINFORCEMEN IN FOOTINGT: (BOTHDIRECTION)
ASt = 0.5fck/fy[1 − √1 − (
4.6𝑀𝑢
𝑓𝑐𝑘𝑏𝑑2
)]bd
ASt = 0.5X20/415[1 − √1 − (
4.6𝑋91.30𝑋10^2
20𝑋1000𝑋350^2
)]x350x100
Ast = 756.8mm2

65. 65
Spacing, SV = (1000x
𝜋
4
𝑥(16)^2)/756.8
= 260mm
Solving:
Ratio of long to short side β = (2/2)=1
Reinforcements in central band width of 1.85m is
= (1.85/β+1)Ast
= (1.85/2)5702
= 5274.3mm^2
Main reinforcement = (0.0012*2*1000*400)
= 960mm^2
Check for shearstress:
Vu = pu(l-d)
= 252.75(850-350)
Vu = 126.3KN
(100Ast/bd) = (100x5275/350x1000)
= 1.50
Refer table 19 0f IS:456-2000 and read out the permissible shear stress.
(ks‫ﺡ‬c ) = (1.2x0.72)
= 0.864N/mm2
Since ‫ﺡ‬v<Ks‫ﺡ‬c , shear stresses are with in the safe permissible limits.

66. 66
7.2.7 REINFORCEMENTDETATILS IN RECTANGULAR FOOTING
Figure 7.1 Reinforcement Details in Square Footing

67. 67
CHAPTER 8
ANALYSIS AND DESIGN OF RCC SLABS
8.1 GENERAL
Based on the analysis data, R.C.C slab was designed using
the limit state method of design from IS 456 : 2000 with aids from SP :
16. The slab was designed in to two way continuous based on the span
and the nature of the support.
8.2 PRELIMINARY DATA:
LyLx =6.705.48 < 2
=1.22 < 2
Hence slab is to be Designed as two way slab for balanced
section design constants are Qu=2.79̈́%, Ast=0.958%, Madulation factor =0.98 ,
Base value=26.
Normally two way slabs are governed by stiffness and will be
under reinforced. Hence let us provide 0.6% Ast instead of 0.958% , M F for
0.6%, Ast=1.12
DEPTHFOR STIFFNESS
Minimum depth for stiffness
d =span / B.V x M.F
=5480 / 26x1.12
=188mm
Using 10 dia bars and 15mm clear cover
D =188+15+(10/2)
=208mm

68. 68
Say, D =210mm
D =190mm
LOADING
Consider 1000mm breadth of strip for design purpose
Impose load =4.00KN/m2
Floor finish =1.00KN/m2
Self weight =1x1x0.2x25
=5KN/m2
Total =10KN/M2
Factored load , Fd =10x1.5
=15KN/m
FACTOREDMOMENT,Mud
Forcorner panel two adjacent edges are discontinuous
Refer table 26of Is codefor ly/lx=1.22
αx=0.045; αy=0.035;-αx = 0.06; - αy=-0.047
The Factored moment along shorter span
Mu(lx) =α x w lx
2
=0.045x15x5.482
=20.2KN.m
The Factored moment along longer span
Mu(ly) =α y w ly
2
=0.035x15x5.482
=15.7KN.m
The Factored moment along shorter span
- Mu(lx) =- α x w lx
2
=0.06X15X5.482

69. 69
=27KN.m
The Factored moment along longer span
-Mu(ly) =-α y w ly
2
=0.047X15X5.482
=21.1KN.m
EFFECTIVE DEPTHFOR ,Mud(maximum)
Consider max factored moment for finding depth of slab
Mud(max) =Qubd2
d =27x106/2.79x1000
=98mm
FINAL DEPTH
Consider depth required for stiffness and factored moment, adopt greater
value
Final d=190mm
D=210mm
REINFORCEMENT
Mu(limit) =Qubd2
=2.79x1000x1902
=100.71KN.m
But Mud(max) < Mu(limit), The section is under reinforced
Minimum Area steel
Minimum area of steel =0.12% of Ag
=0.12x1000x210100
=252mm2

70. 70
Ast along shorter span Ast (lx)
ASt =0.5fck/fy[1 − √1 − (
4.6𝑀𝑢
𝑓𝑐𝑘𝑏𝑑2
)]bd
=0.5x20/415[1 − √1 − (
4.6∗20.2𝑥106
20𝑥1000𝑥190^2
)]1000x190
ASt =304mm2
Spacing ,Sv =bxAst(1) / ASt
=(1000/(π/4)102)/304
Sv = 250 mm c/c distance
Ast along longer span Ast(ly)
Longer span rods are placed over shorter spanrods
Hence effective for longer span = 190-10/2-10/2
=180mm
Ast =0.5x20/415[1 − √1 − (
4.6∗15.6𝑥106
20𝑥1000𝑥180^2
)]1000x180
Ast =248mm2
Sv =bxAst(1) / ASt
=(1000/(π/4)102)/248
=316mm2 say
Sv =310mm
Ast along shorter span Ast(lx) (-ve)
Ast =0.5x20/415[1 − √1 − (
4.6∗27𝑥106
20𝑥1000𝑥190^2
)]1000x190
Ast =412mm2

71. 71
Sv =(1000/(π/4)102)/412
Sv =190mm
Ast along longerspan Ast(lY) (-ve)
Ast =0.5x20/415[1 − √1 − (
4.6∗21.1𝑥106
20𝑥1000𝑥180^2
)]1000x180
Ast =338mm2
Sv =(1000/(π/4)102)/338
Sv =230mm
DISTRIBUTION STEEL
Minimum Steel =252mm2
Spacing of 8mm bars =(1000/(π/4)82)/252
=199mm
Says Sv =190mm
These rods are provided on all the four edges strip portion at bottom
face of slab These are also provided as distributions for all negative rods at
top.
MIDDLE STRIP AND EDGE STRIP
Refer clause c.1.2 of Is code
Middle strip for shorter span =3/4xly
=3/4x6700
=5025mm
Edge strip for shorter span =1/8xly
=1/8x6700
=837.5mm
Middle strip for longer span =3/4xlx
=3/4x5480

72. 72
=4110mm
Edge strip for longer span =1/8xlx
=1/8x5480
=685mm
Main reinforcement is provided only in middle strip.In all the edge
stripes, minimum steel is provided, minimum steel is also used as distributor for
the negative rods at top.
CHECK FOR SHEAR
It is sufficient to check the shear along shorter span only spacing of
10mm dia bar after 50% curtailment at support
=410x2
=820mm
Ast available at support=Astx1000 / spacing
=78.54x1000 / 820
=95.7mm
% Ast =Ast x100 /bd
=0.05%
Therefore‫ﺡ‬c =0.36N/mm2
K for 200mm thick slab =1.2
Permissible shear stress = k ‫ﺡ‬c
=1.2x0.36
=0.43N/mm2
½ ‫ﺡ‬c (max) =1/2 x 1.8
=0.9N/mm2
Shear force at support =0.6 FdL
=0.6x15x5.48
=49.32x103 / 1000x190

73. 73
=0.25N/mm2
Since ‫ﺡ‬v< k ‫ﺡ‬c and 1/2 ‫ﺡ‬c (maximum), Slab safe in shear.
CHEAK FOR DEFLECTION
Consider shorter span only
Ast =Astx1000 / spacing
=78.54x1000 / 410
=191mm2
% Ast =Ast x100 /bd
=191x100 / 1000x190
=0.13%
M.F for 0.13% of steel =2.0
d required for stiffness = span/ B.VxM.F
=5480/26x12
=105mm
But, d actually provided is 190 > 105mm
Therefore safe

74. 74
8.3 REINFORCEMENT DETAILS OF TWO WAY SLAB
Figure 8.1 Reinforcement Details of Two Way Slab

75. 75
CHAPTER 9
DESIGN OF STAIRCASE
9. GENERAL
Based on the analysis data, the stair case was designed using
the limit state method of design from IS 456 : 2000 with aids from SP :
16. The stair case was designed as dog legged type based on the
utilization of the space available.
9.1 PRELIMINARY DATA:
Type = Dog legged stair
Rise =150mm
Thread =300mm
Height =3.2m
MATERIALS M20 grade
Fe 415
Height of per flight =3.2/ 2
=1.6m
No of steps per flight =1.6 /Rise
=1.6 /0.15
= 11nos
No of steps per flight 11-1 =10nos
Assume, width of stair case =1.5m
Centre flight horizontal length=10x0.3

76. 76
=3
Landing length =6-3
=3/2
=1.5m
DESIGN OF STAIR
Effective Length
Assume, Bearing of wall / landing beam = 230mm
Leff = c/c distance of the Bearing
=6+0.23=6.23m
Depth
Min. thickness of waist slab = 80mm
= 40xLeff
= 40x6.23
= 249.2
D = 250mm
d = 250-20-10/2
effective depth d = 225mm
LOAD CALCULATION
Dead load steps
= (1/2x0.15x.3)25
= 0.5625kn/m2
i. D.L of waist slab
a) Waist slab @ inclined position
W=1x1.5x0.250x25
=9.375kn/m2
b) D.L of waist slab horizontal
=wx√T2XR2/T

77. 77
=9.37X√0.32X0.152/0.3
=10.47KN/m2
c) D.L of floor finish
=0.05x1.5x1x22
=1.65 KN/m2
ii. Live load on the stairs =5KN/m2
Consider aseffective loading =5x1.35
=6.75KN/m2
Total Dead load, w =0.56+10.47+1.65
=12.68KN/m2
Live load = 6.75KN/m2
Total load = 19.43KN/m2
Ultimate load, wu = 1.5x19.43
wu = 29.14KN/m2
Mu= WuxL2/8
= 29.14x6.232/8
Mu = 141.37KN.m
Mu limit = Qubd2
= 2.7x1000x2252
Mu limit = 136.6KN.m
Mu limit>Mu, Hence the Design is safe
ASt = 0.5fck/fy[1 − √1 − (
4.6𝑀𝑢
𝑓𝑐𝑘𝑏𝑑2
)]bd
= 0.5x20/415[1 − √1 − (
4.6∗141.37106
20𝑥1000𝑥225^2
)]
Ast = 2222.9mm2
Astmin =0.12% of G.A

78. 78
= 0.12/100X1000X250
Astmin = 300mm2
Using 12mm diameter bar
No. of bars =2222.9/(π/4)122
= 19.65
Spacing of bars =1000/19.65
=50.89mm
To provide 12mm dia @ 60 mm c/c distance
DISTRIBUTION STEEL
Use 8mm diameter
Number of bars =300/(𝜋/4)82
=5.96
Spacing =1000/5.96
=167.7mm
To provide dia 8mm distribution steel @170 mm c/c distance

79. 79
9.7 REINFORCEMENTDETAILS OF STAIRCASE
Figure 9.1Reinforcement Details Of Staircase

80. 80
CONCLUSION
The main thing known from the paper is that the structure should
not have any offsets. If the building is not symmetrical special provisions
should be taken to make to overcome the problems.
In this project, static analysis is done by using the STAAD
Pro 2008. We have taken a three storied framed structure and analyzed
the structure for the shear and bending moment. Based upon the results
obtained the structure is designed manually in critical sections using limit
state method of design. The critical sections were found from the output of
STAAD Pro 2008 and based on the maximum moments and shear force
obtained, the sections are revised economically. When we compared the
manual design with STAAD Pro results, the method of analysis using
STAAD Pro 2008 gives accurate results than the manual design and it is a
time consuming process. After the analysis and design of Structure using
STAAD Pro 2008, quickly we have concluded whether the structure may
be failure or not.
This project shows lights upon the effective usage of the
software in the analysis of the structure for dead load and live load
combinations and thorough knowledge in analysis and designing of Multi
storied Structure.

81. 81
REFERENCES
 Welfare & Associates ,at(el 1980) says, “when marketers use the word
“design” they usually refer advertising , point of purchase materials,
packaging labels, and annual report
 IS : 456 – 2000 Indian standard code of practice for plain and
reinforced concrete (fourth revision), bureau of Indian standards, New
Delhi.
 IS : 456 – 1978 Design aids for Reinforced Concrete. SP – 16 Indian
standards institution, New Delhi.
 IS –NBC -2005: National Building Code of India Bureau of Indian
Standards, New Delhi.
 IS:875-1987 (PART I) , “ Unit weights of materials”, Bureau of Indian
standards, New Delhi
 IS:875-1987 (PART II) , “ Design Loads for Building and structures,
Impose loads”, Bureau of Indian standards, New Delhi