Manual Check Using STAADPRO

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1 MANUAL CHECKING OF STAADPRO INPUTS AND OUTPUT RESULTS T.Rangarajan. Consulting Structural Engineer, Coimbatore, India. INTRODUCTION: It is well known fact that users of any software for structural analysis and Design do not know whether the program is having any bugs or its correctness while using. Since any program developed may contain some error or bugs it is necessary for the users to check the model and analysis and design results at some point to check the results manually so as to make sure that: 1. The input data while modeling the structures is correct. 2. The assumed and the input loads on the structure are in par with the actual condition of the structure. 3. The support condition considered are as per site condition. 4. A countercheck to verify that ΣH=0; ΣV=0 and ΣM=0. Also users should be knowing the universal well spread phrase of the word “GOINGOOUT”. An attempt has been made to list the number of manual checks that can be carried out while using STAADPRO and as an aid the following check list are prepared. The list of checks may be applicable not only to STAADPRO but also to any software used for structural analysis and design. MODEL CHECKING: It is important to check the UNITS at every stage while modeling since it may lead to a unexpected error in the output. While modeling use of length units may be in meter for beam, column and plate and while entering the properties it is usual practice to make use of either mms or inch unit since we know the dimensions which are familiar. While inputting the LOADS on members check the UNIT system is in KN and meter system since the program continues to use the previous unit till it is changed. Before inputting the LOADS to the structure facility is available in STAADPRO as per the screen shot. a. Check Multiple Structures. Some times by mistake the user would have without his knowledge created too many members and structure. Better use this tool menu to remove the multiple

Transcript of Manual Check Using STAADPRO

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MANUAL CHECKING OF STAADPRO INPUTS AND OUTPUT RESULTS

T.Rangarajan. Consulting Structural Engineer, Coimbatore, India.

INTRODUCTION:

It is well known fact that users of any software for structural analysis and Design do notknow whether the program is having any bugs or its correctness while using. Since anyprogram developed may contain some error or bugs it is necessary for the users tocheck the model and analysis and design results at some point to check the resultsmanually so as to make sure that:

1. The input data while modeling the structures is correct.2. The assumed and the input loads on the structure are in par with the actual

condition of the structure.3. The support condition considered are as per site condition.4. A countercheck to verify that ΣH=0; ΣV=0 and ΣM=0.

Also users should be knowing the universal well spread phrase of the word“GOINGOOUT”.

An attempt has been made to list the number of manual checks that can be carried outwhile using STAADPRO and as an aid the following check list are prepared.

The list of checks may be applicable not only to STAADPRO but also to any softwareused for structural analysis and design.

MODEL CHECKING:

It is important to check the UNITS at every stage while modeling since it may lead to aunexpected error in the output. While modeling use of length units may be in meter forbeam, column and plate and while entering the properties it is usual practice to makeuse of either mms or inch unit since we know the dimensions which are familiar.

While inputting the LOADS on members check the UNIT system is in KN and metersystem since the program continues to use the previous unit till it is changed.

Before inputting the LOADS to the structure facility is available in STAADPRO as perthe screen shot.

a. Check Multiple Structures.

Some times by mistake the user would have without his knowledge created toomany members and structure. Better use this tool menu to remove the multiple

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structures. It is the responsibility of the applicator to verify that there exists onlyone structure and not more than it for any model.

**********************************************************************

Check for solids with Negative Volume (Jacobian)

Check for Warped Solids.

*******************************************************************

2. Check Duplicate :

a. Nodes.b. Members.c. Plates.

It is natural and human nature to make mistake and error while entering data whilecreating the model by means of Nodes, Members (Beam and column) and plates inSTAADPRO. To take care before continuing and to alleviate cumulating more errorsit is good practice to check whether there is any duplicate nodes, members andplates which would have slipped in the model while creating the model by means ofthe tool available as shown in the screen shot.

3. Check Orphan Nodes:

Sometimes by mistake some nodes would have been added and no members areformed through the nodes and they would have been left as an orphan. It isnecessary to check and remove these orphan nodes to proceed further.

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4.Check for Warped plates:

If the model is created by means of plates it is good to check whether the platesformed contain any warp using the command “Check for Warped plates” afterselecting the plates.

5.Check Improperly connected plates and Check Beam Plate connectivity:

The above two commands in STAADPRO enable the user to check the continuity ofthe plate with other plates and beams formed while modeling the structure. If they arenot well welded then the distribution of forces and continuity between them cannot beguaranteed. Hence these checks are important.

The check Beam plate connectivity check is important in the case of Wall and platemodeling. Vie sec of “AD.2005.1.3 Wall-slab interface considerations in finiteelement meshing” the Staad manual for more clarification.

Apart from the above available tool for checking the model the following manualcalculations of certain simple items will be of use to check the input data andcorrectness of the model before proceeding to analysis and design.

LOADS:

Correct assessment of loads both dead and live loads are important sinceexcessive assumed loads may lead to uneconomical member sizes and footingsizes. Also excessive loads will be adding more weight in the case of seismicforces.

In order to have equilibrium i.e .ΣV=0 under the Load case DEAD LOAD calculatethe total dead load on all floor slabs and check it against the output by theprogram.

METHOD TO CHECK:

Using a single support for the whole structure RUN the ANALYSIS and find out thetotal support reaction in Y axis i.e FY from the output of the program. Checkwhether the above two values are in agreement to the manually calculatedvalues. If the results vary then there is some error or mistake took place whileentering the input.

The same procedure can be carried out for the LIVE LOAD for both FLOOR LIVELOAD and ROOF LIVE LOAD cases also.

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If the single support is not considered or modeled then use all the supports andcopy the values of Fy to EXCEL and get the sum of the FY and check whether ittallies with the manually calculated values.

WIND LOAD:

It is possible to generate the wind load by the program provided it is defined atthe start by adding the required input data. In order to check the valuesgenerated by the program a simple manual check can be made as described.

To find the point load FX or FZ at a joint as nodal wind force calculate thetributary area for the corresponding node and multiply it with the intensity ofloading.

For example:

Area = (h1+h2)/2*(L1+L2)/2* intensity of loading.

Please note that the consistence unit shall be used.

Where h1 and h2 are the height above and below the joint in meters and L1 andL2 are the width of the bay on either side of the node in meter units. If h1 =4.0mand h2=3.0m, L1=5.0m and L2=6.0m then the tributary area for the node is=(4+3)/2*(5+6)/2 = 19.25sq.m.

Using an intensity of 1KN/sq.m the nodal force shall be =19.25 KN. This can beverified with the values generated by the program.

SUPPORT CONDITIONS:

Usually while modeling a structure either FIXED or HINGED support condition isproposed. If the support condition is FIXED the there shall be six restraints i.s.FX,FY ,FZ, Mx, My and Mz

For HINGED there shall be no moments.

In order to account for the soil spring the modulus of subgrade reaction Ks has to beconsidered for the support condition.

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MANUAL CHECK AGAINST STAAD RESULTS FOR SEISMIC FORCES********************************************************************************************For the verification of the values generated by the STAADPRO program an example istaken up to illustrate. The input is also given in the appendix so that the STAADPROuser can copy and run it to know how it is checked.

The frame modeled is checked easily for the following items:

The structure is 36x21m and is symmetrical in x and Z direction as well as in verticalelevation and its total height from the footing is 74m.(21 storey)

The building is in Zone III and the time period as per IS 1893-2002(PartI) for infill istaken 0.09h/√d.

After analysis through STAADPRO the followings check is carried out to verify andcheck the results between manual calculation and the software results.--------------------------------------------------------------------------------------------------------------------A. TIME PERIOD:As per IS CODE 1893-2002(Part I) T =0.09h/ √d where d is the directionalong the EQ forces.

Tx =0.09x74/ √36 =1.11 Sec.Tz =0.09h/ √21 =1.453 Sec.

The output of STAADPRO is

TIME PERIOD FOR X 1893 LOADING = 1.11000 SECTIME PERIOD FOR Z 1893 LOADING = 1.45333 SEC

**********************************************************************************************Happy to note from the above comparison that the program is doing fine upto thisstage.______________________________________________________________________

B. To check The Dead load as per Staad for 19 floorsa.)slab including self weight of columns, beams, brick wall weight andshear wall as per dimensions that were provided by the user.

In the program under the load case 1 the following loads are input:1. Self weight (columns,beams and shear walls for the entire building)2. Brickwall over the exterior beams except on shear wall only are added.3. The dead load on slab- Self weight of slab+Finish+Construction load +15% for

furniture, staircase, water tank etc is added with an intensity of 6KN/Sq.m.

A manual check for these items are carried out as:

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a. Dead load: Area of floor x no. of floors x intensity of load=36x21x6x20 = 90720Kn.

If the input is arranged for this in STAADPRO we get the same value ascalculated manually from the output.*************************************************************************************

b. Brickwall load:Total length of beam in one floor =2x{(36.0-6.0)+(21.0-6.0)}= 90.0mLoad per floor = 90.0x12Kn/m =1080.0KnLoad due to brickwall alround exterior beams =19x1080 =20520.00KnLoad due to Parapet 1.0 m height of 4.5” wall=2x{36+21}x5.0Kn/m=570.0KnTotal dead load due to brickwall =20520+570.0 =21090.00Kn.

c. SELF WEIGHT OF:1. COLUMNS =0.6X0.6X74.0Mx40nox23.562 =25106.72 Default density value

of 23.562Kn/m^3 is taken from STAAD program.2. Beams for all floors = 0.75x0.45x23.562x{(36x4+21x9)}x20 =.52961.489Kn.

GF beam =0.45x0.23x23.562x{30x2+36x2+15x2+21x7)=753.5 KN

d. Shear wall:4x2x3.0x74.0x0.23x23.562 =9624.60 KN

Total of a+b+c =90720.0+20520.0+21090.0+52961.489+753.5 +9624.60=195669.59KnAs per STAAD output as furnished below total load =199908.38.

STAAD output is:**********************************************************************************************

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1

LOADTYPE DEAD TITLE LOAD CASE 1 DEAD LOADTOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = -199908.38SUMMATION FORCE-Z = 0.00

The percentage of difference =(4238.79/199908.38)*100 =2.12%.

*************************************************************************************C.LIVE LOAD CHECK:

Live load for floor is 3Kn/sq.m(office ) and roof Live load as 1.5 Kn/sq.m as per IS 875as access is there is taken.

***************************************************************************************STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2LOADTYPE LIVE TITLE LOAD CASE 2 FLOOR LIVE LOAD

TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )

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SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = -43092.00SUMMATION FORCE-Z = 0.00

The above is the result from STAAD.

As per manual calculation is 36x21x19x3Kn/sq.m =43092.0Kn which exactly tally.

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 3LOADTYPE ROOF LIVE TITLE LOAD CASE 3 ROOF LIVE LOAD

TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 3 )SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = -1134.00SUMMATION FORCE-Z = 0.00

As per calculation 36x21x1.5 = 1134.00 which is the same as per STAADPRO.D. CHECK THE VALUE OF SA/G___________________________________________________________________

Ah =ZISa/(2*R*g)—for the value of Tx and TZ for medium soil the value of

Sa/g for Tx from code =1.36/T =1.36/1.11 = 1.225.

-do- for Tz = 1.36/1.453 = 0.93599.

As per Staad Sa/g for x direction and for Z direction are in agreement with manualcalculation.*******************************************************************************STAADPRO OUTPUT:

* TIME PERIOD FOR X 1893 LOADING = 1.11000 SEC ** SA/G PER 1893= 1.225, LOAD FACTOR= 1.000 ** FACTOR V PER 1893= 0.0196 X 203723.80 *

****************************************************************************** TIME PERIOD FOR Z 1893 LOADING = 1.45333 SEC ** SA/G PER 1893= 0.936, LOAD FACTOR= 1.000 ** FACTOR V PER 1893= 0.0150 X 203723.80 *

E. CHECK THE SEISMIC WEIGHT:

Therefore W the EQ load as per IS 1893 by calculation (Manual)=199908.38+0.25x43092 = 210681.38Kn.

Staad calculates and it gives 203723.8 Kn as shown above against manualcalculation of 2180384Kn which is 7148/218038x100 =3.28%.

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CONCLUSION:

The above checks can help to a greater extend and it makes sure that the user hasmodeled the structure with no mistake and further that there is no error in the input.After running the analysis also a simple check on the result can be made using theavailable formulae for fixed and simple beams.

By the above technique a software user make sure that his model, the analysis resultwill yield a error prone design. Once analysis id carried out with error free results thendesign can be made either manually or using the same software or excel stand aloneprograms.

The above methods gives a clear picture how a software user to check his inputs andget the maximum use out of any software.

Always better to know two or more than a single software so that a counter check canbe made especially for a large and mega projects to avoid suspicious results and tocontinue his design with peace of mind.

References:

1. STAADPRO manual and program.2. IS CODE 875-Pat 1 to 3.3. IS CODE 1893-2002 (Part 1).4. IS CODE 13920.5. IS CODE 4326.6. Advance Reinforced Concrete Design by P.C.Varghese.

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APPENDIX

An Example STAAD input file is attached for staad user to copy and insert to run thefile for verification.

STAAD SPACE

START JOB INFORMATION

ENGINEER DATE 05-Dec-10

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

JOINT COORDINATES

43 3 2.75 0; 44 8 2.75 0; 45 13 2.75 0; 46 18 2.75 0; 47 23 2.75 0;

48 28 2.75 0; 49 0 2.75 3; 50 36 2.75 3; 51 0 2.75 8; 53 0 2.75 13;

55 0 2.75 18; 56 36 2.75 18; 57 3 2.75 8; 58 8 2.75 8; 59 13 2.75 8;

60 18 2.75 8; 61 23 2.75 8; 62 28 2.75 8; 63 3 2.75 13; 64 8 2.75 13;

65 13 2.75 13; 66 18 2.75 13; 67 23 2.75 13; 68 28 2.75 13; 69 3 2.75 21;

70 8 2.75 21; 71 13 2.75 21; 72 18 2.75 21; 73 23 2.75 21; 74 28 2.75 21;

75 3 0 8; 76 13 0 8; 77 23 0 8; 78 3 0 13; 79 13 0 13; 80 23 0 13; 81 3 7.5 0;

82 8 7.5 0; 83 13 7.5 0; 84 18 7.5 0; 85 23 7.5 0; 86 28 7.5 0; 87 0 7.5 3;

88 36 7.5 3; 89 0 7.5 8; 90 36 7.5 8; 91 0 7.5 13; 92 36 7.5 13; 93 0 7.5 18;

94 36 7.5 18; 95 3 7.5 21; 96 8 7.5 21; 97 13 7.5 21; 98 18 7.5 21;

99 23 7.5 21; 100 28 7.5 21; 107 36 2.75 8; 108 36 2.75 13; 112 33 2.75 8;

114 33 2.75 13; 118 33 2.75 0; 120 33 2.75 21; 121 33 7.5 0; 122 33 7.5 21;

123 8 7.5 8; 124 8 7.5 13; 125 28 7.5 8; 126 28 7.5 13; 127 18 7.5 8;

128 18 7.5 13; 129 3 7.5 8; 130 3 7.5 13; 131 13 7.5 8; 132 13 7.5 13;

133 23 7.5 8; 134 23 7.5 13; 135 33 7.5 8; 136 33 7.5 13; 137 0 7.5 0;

138 36 7.5 0; 139 0 7.5 21; 140 36 7.5 21; 142 3 0 0; 143 8 0 0; 144 13 0 0;

145 18 0 0; 146 23 0 0; 147 28 0 0; 148 36 0 0; 149 0 0 3; 150 36 0 3;

151 0 0 8; 152 36 0 8; 153 0 0 13; 154 36 0 13; 155 0 0 18; 156 36 0 18;

157 0 0 21; 158 36 0 21; 159 8 0 8; 160 18 0 8; 161 28 0 8; 162 8 0 13;

163 18 0 13; 164 28 0 13; 165 3 0 21; 166 8 0 21; 167 13 0 21; 168 18 0 21;

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169 23 0 21; 170 28 0 21; 171 33 0 8; 172 33 0 13; 173 33 0 0; 174 33 0 21;

175 3 11 0; 176 8 11 0; 177 13 11 0; 178 18 11 0; 179 23 11 0; 180 28 11 0;

181 0 11 3; 182 36 11 3; 183 0 11 8; 184 36 11 8; 185 0 11 13; 186 36 11 13;

187 0 11 18; 188 36 11 18; 189 3 11 21; 190 8 11 21; 191 13 11 21;

192 18 11 21; 193 23 11 21; 194 28 11 21; 195 33 11 0; 196 33 11 21;

197 8 11 8; 198 8 11 13; 199 28 11 8; 200 28 11 13; 201 18 11 8; 202 18 11 13;

203 3 11 8; 204 3 11 13; 205 13 11 8; 206 13 11 13; 207 23 11 8; 208 23 11 13;

209 33 11 8; 210 33 11 13; 211 0 11 0; 212 36 11 0; 213 0 11 21; 214 36 11 21;

215 3 14.5 0; 216 8 14.5 0; 217 13 14.5 0; 218 18 14.5 0; 219 23 14.5 0;

220 28 14.5 0; 221 0 14.5 3; 222 36 14.5 3; 223 0 14.5 8; 224 36 14.5 8;

225 0 14.5 13; 226 36 14.5 13; 227 0 14.5 18; 228 36 14.5 18; 229 3 14.5 21;

230 8 14.5 21; 231 13 14.5 21; 232 18 14.5 21; 233 23 14.5 21; 234 28 14.5 21;

235 33 14.5 0; 236 33 14.5 21; 237 8 14.5 8; 238 8 14.5 13; 239 28 14.5 8;

240 28 14.5 13; 241 18 14.5 8; 242 18 14.5 13; 243 3 14.5 8; 244 3 14.5 13;

245 13 14.5 8; 246 13 14.5 13; 247 23 14.5 8; 248 23 14.5 13; 249 33 14.5 8;

250 33 14.5 13; 251 0 14.5 0; 252 36 14.5 0; 253 0 14.5 21; 254 36 14.5 21;

255 3 18 0; 256 8 18 0; 257 13 18 0; 258 18 18 0; 259 23 18 0; 260 28 18 0;

261 0 18 3; 262 36 18 3; 263 0 18 8; 264 36 18 8; 265 0 18 13; 266 36 18 13;

267 0 18 18; 268 36 18 18; 269 3 18 21; 270 8 18 21; 271 13 18 21;

272 18 18 21; 273 23 18 21; 274 28 18 21; 275 33 18 0; 276 33 18 21;

277 8 18 8; 278 8 18 13; 279 28 18 8; 280 28 18 13; 281 18 18 8; 282 18 18 13;

283 3 18 8; 284 3 18 13; 285 13 18 8; 286 13 18 13; 287 23 18 8; 288 23 18 13;

289 33 18 8; 290 33 18 13; 291 0 18 0; 292 36 18 0; 293 0 18 21; 294 36 18 21;

295 3 21.5 0; 296 8 21.5 0; 297 13 21.5 0; 298 18 21.5 0; 299 23 21.5 0;

300 28 21.5 0; 301 0 21.5 3; 302 36 21.5 3; 303 0 21.5 8; 304 36 21.5 8;

305 0 21.5 13; 306 36 21.5 13; 307 0 21.5 18; 308 36 21.5 18; 309 3 21.5 21;

310 8 21.5 21; 311 13 21.5 21; 312 18 21.5 21; 313 23 21.5 21; 314 28 21.5 21;

315 33 21.5 0; 316 33 21.5 21; 317 8 21.5 8; 318 8 21.5 13; 319 28 21.5 8;

320 28 21.5 13; 321 18 21.5 8; 322 18 21.5 13; 323 3 21.5 8; 324 3 21.5 13;

325 13 21.5 8; 326 13 21.5 13; 327 23 21.5 8; 328 23 21.5 13; 329 33 21.5 8;

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330 33 21.5 13; 331 0 21.5 0; 332 36 21.5 0; 333 0 21.5 21; 334 36 21.5 21;

335 3 25 0; 336 8 25 0; 337 13 25 0; 338 18 25 0; 339 23 25 0; 340 28 25 0;

341 0 25 3; 342 36 25 3; 343 0 25 8; 344 36 25 8; 345 0 25 13; 346 36 25 13;

347 0 25 18; 348 36 25 18; 349 3 25 21; 350 8 25 21; 351 13 25 21;

352 18 25 21; 353 23 25 21; 354 28 25 21; 355 33 25 0; 356 33 25 21;

357 8 25 8; 358 8 25 13; 359 28 25 8; 360 28 25 13; 361 18 25 8; 362 18 25 13;

363 3 25 8; 364 3 25 13; 365 13 25 8; 366 13 25 13; 367 23 25 8; 368 23 25 13;

369 33 25 8; 370 33 25 13; 371 0 25 0; 372 36 25 0; 373 0 25 21; 374 36 25 21;

375 3 28.5 0; 376 8 28.5 0; 377 13 28.5 0; 378 18 28.5 0; 379 23 28.5 0;

380 28 28.5 0; 381 0 28.5 3; 382 36 28.5 3; 383 0 28.5 8; 384 36 28.5 8;

385 0 28.5 13; 386 36 28.5 13; 387 0 28.5 18; 388 36 28.5 18; 389 3 28.5 21;

390 8 28.5 21; 391 13 28.5 21; 392 18 28.5 21; 393 23 28.5 21; 394 28 28.5 21;

395 33 28.5 0; 396 33 28.5 21; 397 8 28.5 8; 398 8 28.5 13; 399 28 28.5 8;

400 28 28.5 13; 401 18 28.5 8; 402 18 28.5 13; 403 3 28.5 8; 404 3 28.5 13;

405 13 28.5 8; 406 13 28.5 13; 407 23 28.5 8; 408 23 28.5 13; 409 33 28.5 8;

410 33 28.5 13; 411 0 28.5 0; 412 36 28.5 0; 413 0 28.5 21; 414 36 28.5 21;

415 3 32 0; 416 8 32 0; 417 13 32 0; 418 18 32 0; 419 23 32 0; 420 28 32 0;

421 0 32 3; 422 36 32 3; 423 0 32 8; 424 36 32 8; 425 0 32 13; 426 36 32 13;

427 0 32 18; 428 36 32 18; 429 3 32 21; 430 8 32 21; 431 13 32 21;

432 18 32 21; 433 23 32 21; 434 28 32 21; 435 33 32 0; 436 33 32 21;

437 8 32 8; 438 8 32 13; 439 28 32 8; 440 28 32 13; 441 18 32 8; 442 18 32 13;

443 3 32 8; 444 3 32 13; 445 13 32 8; 446 13 32 13; 447 23 32 8; 448 23 32 13;

449 33 32 8; 450 33 32 13; 451 0 32 0; 452 36 32 0; 453 0 32 21; 454 36 32 21;

455 3 35.5 0; 456 8 35.5 0; 457 13 35.5 0; 458 18 35.5 0; 459 23 35.5 0;

460 28 35.5 0; 461 0 35.5 3; 462 36 35.5 3; 463 0 35.5 8; 464 36 35.5 8;

465 0 35.5 13; 466 36 35.5 13; 467 0 35.5 18; 468 36 35.5 18; 469 3 35.5 21;

470 8 35.5 21; 471 13 35.5 21; 472 18 35.5 21; 473 23 35.5 21; 474 28 35.5 21;

475 33 35.5 0; 476 33 35.5 21; 477 8 35.5 8; 478 8 35.5 13; 479 28 35.5 8;

480 28 35.5 13; 481 18 35.5 8; 482 18 35.5 13; 483 3 35.5 8; 484 3 35.5 13;

485 13 35.5 8; 486 13 35.5 13; 487 23 35.5 8; 488 23 35.5 13; 489 33 35.5 8;

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490 33 35.5 13; 491 0 35.5 0; 492 36 35.5 0; 493 0 35.5 21; 494 36 35.5 21;

495 3 39 0; 496 8 39 0; 497 13 39 0; 498 18 39 0; 499 23 39 0; 500 28 39 0;

501 0 39 3; 502 36 39 3; 503 0 39 8; 504 36 39 8; 505 0 39 13; 506 36 39 13;

507 0 39 18; 508 36 39 18; 509 3 39 21; 510 8 39 21; 511 13 39 21;

512 18 39 21; 513 23 39 21; 514 28 39 21; 515 33 39 0; 516 33 39 21;

517 8 39 8; 518 8 39 13; 519 28 39 8; 520 28 39 13; 521 18 39 8; 522 18 39 13;

523 3 39 8; 524 3 39 13; 525 13 39 8; 526 13 39 13; 527 23 39 8; 528 23 39 13;

529 33 39 8; 530 33 39 13; 531 0 39 0; 532 36 39 0; 533 0 39 21; 534 36 39 21;

535 3 42.5 0; 536 8 42.5 0; 537 13 42.5 0; 538 18 42.5 0; 539 23 42.5 0;

540 28 42.5 0; 541 0 42.5 3; 542 36 42.5 3; 543 0 42.5 8; 544 36 42.5 8;

545 0 42.5 13; 546 36 42.5 13; 547 0 42.5 18; 548 36 42.5 18; 549 3 42.5 21;

550 8 42.5 21; 551 13 42.5 21; 552 18 42.5 21; 553 23 42.5 21; 554 28 42.5 21;

555 33 42.5 0; 556 33 42.5 21; 557 8 42.5 8; 558 8 42.5 13; 559 28 42.5 8;

560 28 42.5 13; 561 18 42.5 8; 562 18 42.5 13; 563 3 42.5 8; 564 3 42.5 13;

565 13 42.5 8; 566 13 42.5 13; 567 23 42.5 8; 568 23 42.5 13; 569 33 42.5 8;

570 33 42.5 13; 571 0 42.5 0; 572 36 42.5 0; 573 0 42.5 21; 574 36 42.5 21;

575 3 46 0; 576 8 46 0; 577 13 46 0; 578 18 46 0; 579 23 46 0; 580 28 46 0;

581 0 46 3; 582 36 46 3; 583 0 46 8; 584 36 46 8; 585 0 46 13; 586 36 46 13;

587 0 46 18; 588 36 46 18; 589 3 46 21; 590 8 46 21; 591 13 46 21;

592 18 46 21; 593 23 46 21; 594 28 46 21; 595 33 46 0; 596 33 46 21;

597 8 46 8; 598 8 46 13; 599 28 46 8; 600 28 46 13; 601 18 46 8; 602 18 46 13;

603 3 46 8; 604 3 46 13; 605 13 46 8; 606 13 46 13; 607 23 46 8; 608 23 46 13;

609 33 46 8; 610 33 46 13; 611 0 46 0; 612 36 46 0; 613 0 46 21; 614 36 46 21;

615 3 49.5 0; 616 8 49.5 0; 617 13 49.5 0; 618 18 49.5 0; 619 23 49.5 0;

620 28 49.5 0; 621 0 49.5 3; 622 36 49.5 3; 623 0 49.5 8; 624 36 49.5 8;

625 0 49.5 13; 626 36 49.5 13; 627 0 49.5 18; 628 36 49.5 18; 629 3 49.5 21;

630 8 49.5 21; 631 13 49.5 21; 632 18 49.5 21; 633 23 49.5 21; 634 28 49.5 21;

635 33 49.5 0; 636 33 49.5 21; 637 8 49.5 8; 638 8 49.5 13; 639 28 49.5 8;

640 28 49.5 13; 641 18 49.5 8; 642 18 49.5 13; 643 3 49.5 8; 644 3 49.5 13;

645 13 49.5 8; 646 13 49.5 13; 647 23 49.5 8; 648 23 49.5 13; 649 33 49.5 8;

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650 33 49.5 13; 651 0 49.5 0; 652 36 49.5 0; 653 0 49.5 21; 654 36 49.5 21;

655 3 53 0; 656 8 53 0; 657 13 53 0; 658 18 53 0; 659 23 53 0; 660 28 53 0;

661 0 53 3; 662 36 53 3; 663 0 53 8; 664 36 53 8; 665 0 53 13; 666 36 53 13;

667 0 53 18; 668 36 53 18; 669 3 53 21; 670 8 53 21; 671 13 53 21;

672 18 53 21; 673 23 53 21; 674 28 53 21; 675 33 53 0; 676 33 53 21;

677 8 53 8; 678 8 53 13; 679 28 53 8; 680 28 53 13; 681 18 53 8; 682 18 53 13;

683 3 53 8; 684 3 53 13; 685 13 53 8; 686 13 53 13; 687 23 53 8; 688 23 53 13;

689 33 53 8; 690 33 53 13; 691 0 53 0; 692 36 53 0; 693 0 53 21; 694 36 53 21;

695 3 56.5 0; 696 8 56.5 0; 697 13 56.5 0; 698 18 56.5 0; 699 23 56.5 0;

700 28 56.5 0; 701 0 56.5 3; 702 36 56.5 3; 703 0 56.5 8; 704 36 56.5 8;

705 0 56.5 13; 706 36 56.5 13; 707 0 56.5 18; 708 36 56.5 18; 709 3 56.5 21;

710 8 56.5 21; 711 13 56.5 21; 712 18 56.5 21; 713 23 56.5 21; 714 28 56.5 21;

715 33 56.5 0; 716 33 56.5 21; 717 8 56.5 8; 718 8 56.5 13; 719 28 56.5 8;

720 28 56.5 13; 721 18 56.5 8; 722 18 56.5 13; 723 3 56.5 8; 724 3 56.5 13;

725 13 56.5 8; 726 13 56.5 13; 727 23 56.5 8; 728 23 56.5 13; 729 33 56.5 8;

730 33 56.5 13; 731 0 56.5 0; 732 36 56.5 0; 733 0 56.5 21; 734 36 56.5 21;

735 3 60 0; 736 8 60 0; 737 13 60 0; 738 18 60 0; 739 23 60 0; 740 28 60 0;

741 0 60 3; 742 36 60 3; 743 0 60 8; 744 36 60 8; 745 0 60 13; 746 36 60 13;

747 0 60 18; 748 36 60 18; 749 3 60 21; 750 8 60 21; 751 13 60 21;

752 18 60 21; 753 23 60 21; 754 28 60 21; 755 33 60 0; 756 33 60 21;

757 8 60 8; 758 8 60 13; 759 28 60 8; 760 28 60 13; 761 18 60 8; 762 18 60 13;

763 3 60 8; 764 3 60 13; 765 13 60 8; 766 13 60 13; 767 23 60 8; 768 23 60 13;

769 33 60 8; 770 33 60 13; 771 0 60 0; 772 36 60 0; 773 0 60 21; 774 36 60 21;

775 3 63.5 0; 776 8 63.5 0; 777 13 63.5 0; 778 18 63.5 0; 779 23 63.5 0;

780 28 63.5 0; 781 0 63.5 3; 782 36 63.5 3; 783 0 63.5 8; 784 36 63.5 8;

785 0 63.5 13; 786 36 63.5 13; 787 0 63.5 18; 788 36 63.5 18; 789 3 63.5 21;

790 8 63.5 21; 791 13 63.5 21; 792 18 63.5 21; 793 23 63.5 21; 794 28 63.5 21;

795 33 63.5 0; 796 33 63.5 21; 797 8 63.5 8; 798 8 63.5 13; 799 28 63.5 8;

800 28 63.5 13; 801 18 63.5 8; 802 18 63.5 13; 803 3 63.5 8; 804 3 63.5 13;

805 13 63.5 8; 806 13 63.5 13; 807 23 63.5 8; 808 23 63.5 13; 809 33 63.5 8;

Page 14: Manual Check Using STAADPRO

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810 33 63.5 13; 811 0 63.5 0; 812 36 63.5 0; 813 0 63.5 21; 814 36 63.5 21;

815 3 67 0; 816 8 67 0; 817 13 67 0; 818 18 67 0; 819 23 67 0; 820 28 67 0;

821 0 67 3; 822 36 67 3; 823 0 67 8; 824 36 67 8; 825 0 67 13; 826 36 67 13;

827 0 67 18; 828 36 67 18; 829 3 67 21; 830 8 67 21; 831 13 67 21;

832 18 67 21; 833 23 67 21; 834 28 67 21; 835 33 67 0; 836 33 67 21;

837 8 67 8; 838 8 67 13; 839 28 67 8; 840 28 67 13; 841 18 67 8; 842 18 67 13;

843 3 67 8; 844 3 67 13; 845 13 67 8; 846 13 67 13; 847 23 67 8; 848 23 67 13;

849 33 67 8; 850 33 67 13; 851 0 67 0; 852 36 67 0; 853 0 67 21; 854 36 67 21;

855 3 70.5 0; 856 8 70.5 0; 857 13 70.5 0; 858 18 70.5 0; 859 23 70.5 0;

860 28 70.5 0; 861 0 70.5 3; 862 36 70.5 3; 863 0 70.5 8; 864 36 70.5 8;

865 0 70.5 13; 866 36 70.5 13; 867 0 70.5 18; 868 36 70.5 18; 869 3 70.5 21;

870 8 70.5 21; 871 13 70.5 21; 872 18 70.5 21; 873 23 70.5 21; 874 28 70.5 21;

875 33 70.5 0; 876 33 70.5 21; 877 8 70.5 8; 878 8 70.5 13; 879 28 70.5 8;

880 28 70.5 13; 881 18 70.5 8; 882 18 70.5 13; 883 3 70.5 8; 884 3 70.5 13;

885 13 70.5 8; 886 13 70.5 13; 887 23 70.5 8; 888 23 70.5 13; 889 33 70.5 8;

890 33 70.5 13; 891 0 70.5 0; 892 36 70.5 0; 893 0 70.5 21; 894 36 70.5 21;

895 3 74 0; 896 8 74 0; 897 13 74 0; 898 18 74 0; 899 23 74 0; 900 28 74 0;

901 0 74 3; 902 36 74 3; 903 0 74 8; 904 36 74 8; 905 0 74 13; 906 36 74 13;

907 0 74 18; 908 36 74 18; 909 3 74 21; 910 8 74 21; 911 13 74 21;

912 18 74 21; 913 23 74 21; 914 28 74 21; 915 33 74 0; 916 33 74 21;

917 8 74 8; 918 8 74 13; 919 28 74 8; 920 28 74 13; 921 18 74 8; 922 18 74 13;

923 3 74 8; 924 3 74 13; 925 13 74 8; 926 13 74 13; 927 23 74 8; 928 23 74 13;

929 33 74 8; 930 33 74 13; 931 0 74 0; 932 36 74 0; 933 0 74 21; 934 36 74 21;

935 0 0 0;

MEMBER INCIDENCES

65 43 44; 66 44 45; 67 45 46; 68 46 47; 69 47 48; 71 51 57; 72 57 58; 73 58 59;

74 59 60; 75 60 61; 76 61 62; 77 62 112; 78 53 63; 79 63 64; 80 64 65;

81 65 66; 82 66 67; 83 67 68; 84 68 114; 86 69 70; 87 70 71; 88 71 72;

89 72 73; 90 73 74; 117 43 57; 118 57 63; 119 63 69; 120 44 58; 121 58 64;

122 64 70; 123 45 59; 124 59 65; 125 65 71; 126 46 60; 127 60 66; 128 66 72;

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129 47 61; 130 61 67; 131 67 73; 132 48 62; 133 62 68; 134 68 74; 135 49 51;

136 51 53; 137 53 55; 138 50 107; 139 107 108; 140 108 56; 141 57 75;

142 59 76; 143 61 77; 144 63 78; 145 65 79; 146 67 80; 147 43 81; 148 44 82;

149 45 83; 150 46 84; 151 47 85; 152 48 86; 153 49 87; 154 50 88; 155 51 89;

156 107 90; 157 53 91; 158 108 92; 159 55 93; 160 56 94; 161 69 95; 162 70 96;

163 71 97; 164 72 98; 165 73 99; 166 74 100; 173 81 82; 174 82 83; 175 83 84;

176 84 85; 177 85 86; 178 88 90; 179 90 92; 180 92 94; 181 87 89; 182 89 91;

183 91 93; 192 95 96; 193 96 97; 194 97 98; 195 98 99; 196 99 100; 207 112 118;

208 112 114; 209 114 120; 214 48 118; 215 120 74; 216 112 107; 217 114 108;

218 118 121; 219 120 122; 220 86 121; 221 100 122; 222 58 123; 223 64 124;

224 62 125; 225 68 126; 226 60 127; 227 66 128; 228 89 129; 229 123 131;

230 127 133; 231 125 135; 232 91 130; 233 124 132; 234 128 134; 235 126 136;

236 82 123; 237 123 124; 238 124 96; 239 84 127; 240 127 128; 241 128 98;

242 86 125; 243 125 126; 244 126 100; 245 83 131; 246 85 133; 247 81 129;

248 121 135; 249 129 130; 250 130 95; 251 131 132; 252 132 97; 253 133 134;

254 134 99; 255 135 136; 256 136 122; 257 142 43; 258 143 44; 259 144 45;

260 145 46; 261 146 47; 262 147 48; 263 149 49; 264 150 50; 265 151 51;

266 152 107; 267 153 53; 268 154 108; 269 155 55; 270 156 56; 271 159 58;

272 160 60; 273 161 62; 274 162 64; 275 163 66; 276 164 68; 277 165 69;

278 166 70; 279 167 71; 280 168 72; 281 169 73; 282 170 74; 283 171 112;

284 172 114; 285 173 118; 286 174 120; 287 129 123; 288 130 124; 289 131 127;

290 132 128; 291 133 125; 292 134 126; 293 135 90; 294 136 92; 295 137 81;

296 137 87; 297 93 139; 298 139 95; 299 121 138; 300 138 88; 301 94 140;

302 140 122; 303 81 175; 304 82 176; 305 83 177; 306 84 178; 307 85 179;

308 86 180; 309 87 181; 310 88 182; 311 89 183; 312 90 184; 313 91 185;

314 92 186; 315 93 187; 316 94 188; 317 95 189; 318 96 190; 319 97 191;

320 98 192; 321 99 193; 322 100 194; 323 121 195; 324 122 196; 325 123 197;

326 124 198; 327 125 199; 328 126 200; 329 127 201; 330 128 202; 331 129 203;

332 130 204; 333 131 205; 334 132 206; 335 133 207; 336 134 208; 337 135 209;

338 136 210; 339 137 211; 340 138 212; 341 139 213; 342 140 214; 343 175 215;

Page 16: Manual Check Using STAADPRO

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344 176 216; 345 177 217; 346 178 218; 347 179 219; 348 180 220; 349 181 221;

350 182 222; 351 183 223; 352 184 224; 353 185 225; 354 186 226; 355 187 227;

356 188 228; 357 189 229; 358 190 230; 359 191 231; 360 192 232; 361 193 233;

362 194 234; 363 195 235; 364 196 236; 365 197 237; 366 198 238; 367 199 239;

368 200 240; 369 201 241; 370 202 242; 371 203 243; 372 204 244; 373 205 245;

374 206 246; 375 207 247; 376 208 248; 377 209 249; 378 210 250; 379 211 251;

380 212 252; 381 213 253; 382 214 254; 383 215 255; 384 216 256; 385 217 257;

386 218 258; 387 219 259; 388 220 260; 389 221 261; 390 222 262; 391 223 263;

392 224 264; 393 225 265; 394 226 266; 395 227 267; 396 228 268; 397 229 269;

398 230 270; 399 231 271; 400 232 272; 401 233 273; 402 234 274; 403 235 275;

404 236 276; 405 237 277; 406 238 278; 407 239 279; 408 240 280; 409 241 281;

410 242 282; 411 243 283; 412 244 284; 413 245 285; 414 246 286; 415 247 287;

416 248 288; 417 249 289; 418 250 290; 419 251 291; 420 252 292; 421 253 293;

422 254 294; 423 255 295; 424 256 296; 425 257 297; 426 258 298; 427 259 299;

428 260 300; 429 261 301; 430 262 302; 431 263 303; 432 264 304; 433 265 305;

434 266 306; 435 267 307; 436 268 308; 437 269 309; 438 270 310; 439 271 311;

440 272 312; 441 273 313; 442 274 314; 443 275 315; 444 276 316; 445 277 317;

446 278 318; 447 279 319; 448 280 320; 449 281 321; 450 282 322; 451 283 323;

452 284 324; 453 285 325; 454 286 326; 455 287 327; 456 288 328; 457 289 329;

458 290 330; 459 291 331; 460 292 332; 461 293 333; 462 294 334; 463 295 335;

464 296 336; 465 297 337; 466 298 338; 467 299 339; 468 300 340; 469 301 341;

470 302 342; 471 303 343; 472 304 344; 473 305 345; 474 306 346; 475 307 347;

476 308 348; 477 309 349; 478 310 350; 479 311 351; 480 312 352; 481 313 353;

482 314 354; 483 315 355; 484 316 356; 485 317 357; 486 318 358; 487 319 359;

488 320 360; 489 321 361; 490 322 362; 491 323 363; 492 324 364; 493 325 365;

494 326 366; 495 327 367; 496 328 368; 497 329 369; 498 330 370; 499 331 371;

500 332 372; 501 333 373; 502 334 374; 503 335 375; 504 336 376; 505 337 377;

506 338 378; 507 339 379; 508 340 380; 509 341 381; 510 342 382; 511 343 383;

512 344 384; 513 345 385; 514 346 386; 515 347 387; 516 348 388; 517 349 389;

518 350 390; 519 351 391; 520 352 392; 521 353 393; 522 354 394; 523 355 395;

Page 17: Manual Check Using STAADPRO

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524 356 396; 525 357 397; 526 358 398; 527 359 399; 528 360 400; 529 361 401;

530 362 402; 531 363 403; 532 364 404; 533 365 405; 534 366 406; 535 367 407;

536 368 408; 537 369 409; 538 370 410; 539 371 411; 540 372 412; 541 373 413;

542 374 414; 543 375 415; 544 376 416; 545 377 417; 546 378 418; 547 379 419;

548 380 420; 549 381 421; 550 382 422; 551 383 423; 552 384 424; 553 385 425;

554 386 426; 555 387 427; 556 388 428; 557 389 429; 558 390 430; 559 391 431;

560 392 432; 561 393 433; 562 394 434; 563 395 435; 564 396 436; 565 397 437;

566 398 438; 567 399 439; 568 400 440; 569 401 441; 570 402 442; 571 403 443;

572 404 444; 573 405 445; 574 406 446; 575 407 447; 576 408 448; 577 409 449;

578 410 450; 579 411 451; 580 412 452; 581 413 453; 582 414 454; 583 415 455;

584 416 456; 585 417 457; 586 418 458; 587 419 459; 588 420 460; 589 421 461;

590 422 462; 591 423 463; 592 424 464; 593 425 465; 594 426 466; 595 427 467;

596 428 468; 597 429 469; 598 430 470; 599 431 471; 600 432 472; 601 433 473;

602 434 474; 603 435 475; 604 436 476; 605 437 477; 606 438 478; 607 439 479;

608 440 480; 609 441 481; 610 442 482; 611 443 483; 612 444 484; 613 445 485;

614 446 486; 615 447 487; 616 448 488; 617 449 489; 618 450 490; 619 451 491;

620 452 492; 621 453 493; 622 454 494; 623 455 495; 624 456 496; 625 457 497;

626 458 498; 627 459 499; 628 460 500; 629 461 501; 630 462 502; 631 463 503;

632 464 504; 633 465 505; 634 466 506; 635 467 507; 636 468 508; 637 469 509;

638 470 510; 639 471 511; 640 472 512; 641 473 513; 642 474 514; 643 475 515;

644 476 516; 645 477 517; 646 478 518; 647 479 519; 648 480 520; 649 481 521;

650 482 522; 651 483 523; 652 484 524; 653 485 525; 654 486 526; 655 487 527;

656 488 528; 657 489 529; 658 490 530; 659 491 531; 660 492 532; 661 493 533;

662 494 534; 663 495 535; 664 496 536; 665 497 537; 666 498 538; 667 499 539;

668 500 540; 669 501 541; 670 502 542; 671 503 543; 672 504 544; 673 505 545;

674 506 546; 675 507 547; 676 508 548; 677 509 549; 678 510 550; 679 511 551;

680 512 552; 681 513 553; 682 514 554; 683 515 555; 684 516 556; 685 517 557;

686 518 558; 687 519 559; 688 520 560; 689 521 561; 690 522 562; 691 523 563;

692 524 564; 693 525 565; 694 526 566; 695 527 567; 696 528 568; 697 529 569;

698 530 570; 699 531 571; 700 532 572; 701 533 573; 702 534 574; 703 535 575;

Page 18: Manual Check Using STAADPRO

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704 536 576; 705 537 577; 706 538 578; 707 539 579; 708 540 580; 709 541 581;

710 542 582; 711 543 583; 712 544 584; 713 545 585; 714 546 586; 715 547 587;

716 548 588; 717 549 589; 718 550 590; 719 551 591; 720 552 592; 721 553 593;

722 554 594; 723 555 595; 724 556 596; 725 557 597; 726 558 598; 727 559 599;

728 560 600; 729 561 601; 730 562 602; 731 563 603; 732 564 604; 733 565 605;

734 566 606; 735 567 607; 736 568 608; 737 569 609; 738 570 610; 739 571 611;

740 572 612; 741 573 613; 742 574 614; 743 575 615; 744 576 616; 745 577 617;

746 578 618; 747 579 619; 748 580 620; 749 581 621; 750 582 622; 751 583 623;

752 584 624; 753 585 625; 754 586 626; 755 587 627; 756 588 628; 757 589 629;

758 590 630; 759 591 631; 760 592 632; 761 593 633; 762 594 634; 763 595 635;

764 596 636; 765 597 637; 766 598 638; 767 599 639; 768 600 640; 769 601 641;

770 602 642; 771 603 643; 772 604 644; 773 605 645; 774 606 646; 775 607 647;

776 608 648; 777 609 649; 778 610 650; 779 611 651; 780 612 652; 781 613 653;

782 614 654; 783 615 655; 784 616 656; 785 617 657; 786 618 658; 787 619 659;

788 620 660; 789 621 661; 790 622 662; 791 623 663; 792 624 664; 793 625 665;

794 626 666; 795 627 667; 796 628 668; 797 629 669; 798 630 670; 799 631 671;

800 632 672; 801 633 673; 802 634 674; 803 635 675; 804 636 676; 805 637 677;

806 638 678; 807 639 679; 808 640 680; 809 641 681; 810 642 682; 811 643 683;

812 644 684; 813 645 685; 814 646 686; 815 647 687; 816 648 688; 817 649 689;

818 650 690; 819 651 691; 820 652 692; 821 653 693; 822 654 694; 823 655 695;

824 656 696; 825 657 697; 826 658 698; 827 659 699; 828 660 700; 829 661 701;

830 662 702; 831 663 703; 832 664 704; 833 665 705; 834 666 706; 835 667 707;

836 668 708; 837 669 709; 838 670 710; 839 671 711; 840 672 712; 841 673 713;

842 674 714; 843 675 715; 844 676 716; 845 677 717; 846 678 718; 847 679 719;

848 680 720; 849 681 721; 850 682 722; 851 683 723; 852 684 724; 853 685 725;

854 686 726; 855 687 727; 856 688 728; 857 689 729; 858 690 730; 859 691 731;

860 692 732; 861 693 733; 862 694 734; 863 695 735; 864 696 736; 865 697 737;

866 698 738; 867 699 739; 868 700 740; 869 701 741; 870 702 742; 871 703 743;

872 704 744; 873 705 745; 874 706 746; 875 707 747; 876 708 748; 877 709 749;

878 710 750; 879 711 751; 880 712 752; 881 713 753; 882 714 754; 883 715 755;

Page 19: Manual Check Using STAADPRO

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884 716 756; 885 717 757; 886 718 758; 887 719 759; 888 720 760; 889 721 761;

890 722 762; 891 723 763; 892 724 764; 893 725 765; 894 726 766; 895 727 767;

896 728 768; 897 729 769; 898 730 770; 899 731 771; 900 732 772; 901 733 773;

902 734 774; 903 735 775; 904 736 776; 905 737 777; 906 738 778; 907 739 779;

908 740 780; 909 741 781; 910 742 782; 911 743 783; 912 744 784; 913 745 785;

914 746 786; 915 747 787; 916 748 788; 917 749 789; 918 750 790; 919 751 791;

920 752 792; 921 753 793; 922 754 794; 923 755 795; 924 756 796; 925 757 797;

926 758 798; 927 759 799; 928 760 800; 929 761 801; 930 762 802; 931 763 803;

932 764 804; 933 765 805; 934 766 806; 935 767 807; 936 768 808; 937 769 809;

938 770 810; 939 771 811; 940 772 812; 941 773 813; 942 774 814; 943 775 815;

944 776 816; 945 777 817; 946 778 818; 947 779 819; 948 780 820; 949 781 821;

950 782 822; 951 783 823; 952 784 824; 953 785 825; 954 786 826; 955 787 827;

956 788 828; 957 789 829; 958 790 830; 959 791 831; 960 792 832; 961 793 833;

962 794 834; 963 795 835; 964 796 836; 965 797 837; 966 798 838; 967 799 839;

968 800 840; 969 801 841; 970 802 842; 971 803 843; 972 804 844; 973 805 845;

974 806 846; 975 807 847; 976 808 848; 977 809 849; 978 810 850; 979 811 851;

980 812 852; 981 813 853; 982 814 854; 983 815 855; 984 816 856; 985 817 857;

986 818 858; 987 819 859; 988 820 860; 989 821 861; 990 822 862; 991 823 863;

992 824 864; 993 825 865; 994 826 866; 995 827 867; 996 828 868; 997 829 869;

998 830 870; 999 831 871; 1000 832 872; 1001 833 873; 1002 834 874;

1003 835 875; 1004 836 876; 1005 837 877; 1006 838 878; 1007 839 879;

1008 840 880; 1009 841 881; 1010 842 882; 1011 843 883; 1012 844 884;

1013 845 885; 1014 846 886; 1015 847 887; 1016 848 888; 1017 849 889;

1018 850 890; 1019 851 891; 1020 852 892; 1021 853 893; 1022 854 894;

1023 855 895; 1024 856 896; 1025 857 897; 1026 858 898; 1027 859 899;

1028 860 900; 1029 861 901; 1030 862 902; 1031 863 903; 1032 864 904;

1033 865 905; 1034 866 906; 1035 867 907; 1036 868 908; 1037 869 909;

1038 870 910; 1039 871 911; 1040 872 912; 1041 873 913; 1042 874 914;

1043 875 915; 1044 876 916; 1045 877 917; 1046 878 918; 1047 879 919;

1048 880 920; 1049 881 921; 1050 882 922; 1051 883 923; 1052 884 924;

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1053 885 925; 1054 886 926; 1055 887 927; 1056 888 928; 1057 889 929;

1058 890 930; 1059 891 931; 1060 892 932; 1061 893 933; 1062 894 934;

1063 175 176; 1064 176 177; 1065 177 178; 1066 178 179; 1067 179 180;

1068 182 184; 1069 184 186; 1070 186 188; 1071 181 183; 1072 183 185;

1073 185 187; 1074 189 190; 1075 190 191; 1076 191 192; 1077 192 193;

1078 193 194; 1079 180 195; 1080 194 196; 1081 183 203; 1082 197 205;

1083 201 207; 1084 199 209; 1085 185 204; 1086 198 206; 1087 202 208;

1088 200 210; 1089 176 197; 1090 197 198; 1091 198 190; 1092 178 201;

1093 201 202; 1094 202 192; 1095 180 199; 1096 199 200; 1097 200 194;

1098 177 205; 1099 179 207; 1100 175 203; 1101 195 209; 1102 203 204;

1103 204 189; 1104 205 206; 1105 206 191; 1106 207 208; 1107 208 193;

1108 209 210; 1109 210 196; 1110 203 197; 1111 204 198; 1112 205 201;

1113 206 202; 1114 207 199; 1115 208 200; 1116 209 184; 1117 210 186;

1118 211 175; 1119 211 181; 1120 187 213; 1121 213 189; 1122 195 212;

1123 212 182; 1124 188 214; 1125 214 196; 1126 215 216; 1127 216 217;

1128 217 218; 1129 218 219; 1130 219 220; 1131 222 224; 1132 224 226;

1133 226 228; 1134 221 223; 1135 223 225; 1136 225 227; 1137 229 230;

1138 230 231; 1139 231 232; 1140 232 233; 1141 233 234; 1142 220 235;

1143 234 236; 1144 223 243; 1145 237 245; 1146 241 247; 1147 239 249;

1148 225 244; 1149 238 246; 1150 242 248; 1151 240 250; 1152 216 237;

1153 237 238; 1154 238 230; 1155 218 241; 1156 241 242; 1157 242 232;

1158 220 239; 1159 239 240; 1160 240 234; 1161 217 245; 1162 219 247;

1163 215 243; 1164 235 249; 1165 243 244; 1166 244 229; 1167 245 246;

1168 246 231; 1169 247 248; 1170 248 233; 1171 249 250; 1172 250 236;

1173 243 237; 1174 244 238; 1175 245 241; 1176 246 242; 1177 247 239;

1178 248 240; 1179 249 224; 1180 250 226; 1181 251 215; 1182 251 221;

1183 227 253; 1184 253 229; 1185 235 252; 1186 252 222; 1187 228 254;

1188 254 236; 1189 255 256; 1190 256 257; 1191 257 258; 1192 258 259;

1193 259 260; 1194 262 264; 1195 264 266; 1196 266 268; 1197 261 263;

1198 263 265; 1199 265 267; 1200 269 270; 1201 270 271; 1202 271 272;

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1203 272 273; 1204 273 274; 1205 260 275; 1206 274 276; 1207 263 283;

1208 277 285; 1209 281 287; 1210 279 289; 1211 265 284; 1212 278 286;

1213 282 288; 1214 280 290; 1215 256 277; 1216 277 278; 1217 278 270;

1218 258 281; 1219 281 282; 1220 282 272; 1221 260 279; 1222 279 280;

1223 280 274; 1224 257 285; 1225 259 287; 1226 255 283; 1227 275 289;

1228 283 284; 1229 284 269; 1230 285 286; 1231 286 271; 1232 287 288;

1233 288 273; 1234 289 290; 1235 290 276; 1236 283 277; 1237 284 278;

1238 285 281; 1239 286 282; 1240 287 279; 1241 288 280; 1242 289 264;

1243 290 266; 1244 291 255; 1245 291 261; 1246 267 293; 1247 293 269;

1248 275 292; 1249 292 262; 1250 268 294; 1251 294 276; 1252 295 296;

1253 296 297; 1254 297 298; 1255 298 299; 1256 299 300; 1257 302 304;

1258 304 306; 1259 306 308; 1260 301 303; 1261 303 305; 1262 305 307;

1263 309 310; 1264 310 311; 1265 311 312; 1266 312 313; 1267 313 314;

1268 300 315; 1269 314 316; 1270 303 323; 1271 317 325; 1272 321 327;

1273 319 329; 1274 305 324; 1275 318 326; 1276 322 328; 1277 320 330;

1278 296 317; 1279 317 318; 1280 318 310; 1281 298 321; 1282 321 322;

1283 322 312; 1284 300 319; 1285 319 320; 1286 320 314; 1287 297 325;

1288 299 327; 1289 295 323; 1290 315 329; 1291 323 324; 1292 324 309;

1293 325 326; 1294 326 311; 1295 327 328; 1296 328 313; 1297 329 330;

1298 330 316; 1299 323 317; 1300 324 318; 1301 325 321; 1302 326 322;

1303 327 319; 1304 328 320; 1305 329 304; 1306 330 306; 1307 331 295;

1308 331 301; 1309 307 333; 1310 333 309; 1311 315 332; 1312 332 302;

1313 308 334; 1314 334 316; 1315 335 336; 1316 336 337; 1317 337 338;

1318 338 339; 1319 339 340; 1320 342 344; 1321 344 346; 1322 346 348;

1323 341 343; 1324 343 345; 1325 345 347; 1326 349 350; 1327 350 351;

1328 351 352; 1329 352 353; 1330 353 354; 1331 340 355; 1332 354 356;

1333 343 363; 1334 357 365; 1335 361 367; 1336 359 369; 1337 345 364;

1338 358 366; 1339 362 368; 1340 360 370; 1341 336 357; 1342 357 358;

1343 358 350; 1344 338 361; 1345 361 362; 1346 362 352; 1347 340 359;

1348 359 360; 1349 360 354; 1350 337 365; 1351 339 367; 1352 335 363;

Page 22: Manual Check Using STAADPRO

22

1353 355 369; 1354 363 364; 1355 364 349; 1356 365 366; 1357 366 351;

1358 367 368; 1359 368 353; 1360 369 370; 1361 370 356; 1362 363 357;

1363 364 358; 1364 365 361; 1365 366 362; 1366 367 359; 1367 368 360;

1368 369 344; 1369 370 346; 1370 371 335; 1371 371 341; 1372 347 373;

1373 373 349; 1374 355 372; 1375 372 342; 1376 348 374; 1377 374 356;

1378 375 376; 1379 376 377; 1380 377 378; 1381 378 379; 1382 379 380;

1383 382 384; 1384 384 386; 1385 386 388; 1386 381 383; 1387 383 385;

1388 385 387; 1389 389 390; 1390 390 391; 1391 391 392; 1392 392 393;

1393 393 394; 1394 380 395; 1395 394 396; 1396 383 403; 1397 397 405;

1398 401 407; 1399 399 409; 1400 385 404; 1401 398 406; 1402 402 408;

1403 400 410; 1404 376 397; 1405 397 398; 1406 398 390; 1407 378 401;

1408 401 402; 1409 402 392; 1410 380 399; 1411 399 400; 1412 400 394;

1413 377 405; 1414 379 407; 1415 375 403; 1416 395 409; 1417 403 404;

1418 404 389; 1419 405 406; 1420 406 391; 1421 407 408; 1422 408 393;

1423 409 410; 1424 410 396; 1425 403 397; 1426 404 398; 1427 405 401;

1428 406 402; 1429 407 399; 1430 408 400; 1431 409 384; 1432 410 386;

1433 411 375; 1434 411 381; 1435 387 413; 1436 413 389; 1437 395 412;

1438 412 382; 1439 388 414; 1440 414 396; 1441 415 416; 1442 416 417;

1443 417 418; 1444 418 419; 1445 419 420; 1446 422 424; 1447 424 426;

1448 426 428; 1449 421 423; 1450 423 425; 1451 425 427; 1452 429 430;

1453 430 431; 1454 431 432; 1455 432 433; 1456 433 434; 1457 420 435;

1458 434 436; 1459 423 443; 1460 437 445; 1461 441 447; 1462 439 449;

1463 425 444; 1464 438 446; 1465 442 448; 1466 440 450; 1467 416 437;

1468 437 438; 1469 438 430; 1470 418 441; 1471 441 442; 1472 442 432;

1473 420 439; 1474 439 440; 1475 440 434; 1476 417 445; 1477 419 447;

1478 415 443; 1479 435 449; 1480 443 444; 1481 444 429; 1482 445 446;

1483 446 431; 1484 447 448; 1485 448 433; 1486 449 450; 1487 450 436;

1488 443 437; 1489 444 438; 1490 445 441; 1491 446 442; 1492 447 439;

1493 448 440; 1494 449 424; 1495 450 426; 1496 451 415; 1497 451 421;

1498 427 453; 1499 453 429; 1500 435 452; 1501 452 422; 1502 428 454;

Page 23: Manual Check Using STAADPRO

23

1503 454 436; 1504 455 456; 1505 456 457; 1506 457 458; 1507 458 459;

1508 459 460; 1509 462 464; 1510 464 466; 1511 466 468; 1512 461 463;

1513 463 465; 1514 465 467; 1515 469 470; 1516 470 471; 1517 471 472;

1518 472 473; 1519 473 474; 1520 460 475; 1521 474 476; 1522 463 483;

1523 477 485; 1524 481 487; 1525 479 489; 1526 465 484; 1527 478 486;

1528 482 488; 1529 480 490; 1530 456 477; 1531 477 478; 1532 478 470;

1533 458 481; 1534 481 482; 1535 482 472; 1536 460 479; 1537 479 480;

1538 480 474; 1539 457 485; 1540 459 487; 1541 455 483; 1542 475 489;

1543 483 484; 1544 484 469; 1545 485 486; 1546 486 471; 1547 487 488;

1548 488 473; 1549 489 490; 1550 490 476; 1551 483 477; 1552 484 478;

1553 485 481; 1554 486 482; 1555 487 479; 1556 488 480; 1557 489 464;

1558 490 466; 1559 491 455; 1560 491 461; 1561 467 493; 1562 493 469;

1563 475 492; 1564 492 462; 1565 468 494; 1566 494 476; 1567 495 496;

1568 496 497; 1569 497 498; 1570 498 499; 1571 499 500; 1572 502 504;

1573 504 506; 1574 506 508; 1575 501 503; 1576 503 505; 1577 505 507;

1578 509 510; 1579 510 511; 1580 511 512; 1581 512 513; 1582 513 514;

1583 500 515; 1584 514 516; 1585 503 523; 1586 517 525; 1587 521 527;

1588 519 529; 1589 505 524; 1590 518 526; 1591 522 528; 1592 520 530;

1593 496 517; 1594 517 518; 1595 518 510; 1596 498 521; 1597 521 522;

1598 522 512; 1599 500 519; 1600 519 520; 1601 520 514; 1602 497 525;

1603 499 527; 1604 495 523; 1605 515 529; 1606 523 524; 1607 524 509;

1608 525 526; 1609 526 511; 1610 527 528; 1611 528 513; 1612 529 530;

1613 530 516; 1614 523 517; 1615 524 518; 1616 525 521; 1617 526 522;

1618 527 519; 1619 528 520; 1620 529 504; 1621 530 506; 1622 531 495;

1623 531 501; 1624 507 533; 1625 533 509; 1626 515 532; 1627 532 502;

1628 508 534; 1629 534 516; 1630 535 536; 1631 536 537; 1632 537 538;

1633 538 539; 1634 539 540; 1635 542 544; 1636 544 546; 1637 546 548;

1638 541 543; 1639 543 545; 1640 545 547; 1641 549 550; 1642 550 551;

1643 551 552; 1644 552 553; 1645 553 554; 1646 540 555; 1647 554 556;

1648 543 563; 1649 557 565; 1650 561 567; 1651 559 569; 1652 545 564;

Page 24: Manual Check Using STAADPRO

24

1653 558 566; 1654 562 568; 1655 560 570; 1656 536 557; 1657 557 558;

1658 558 550; 1659 538 561; 1660 561 562; 1661 562 552; 1662 540 559;

1663 559 560; 1664 560 554; 1665 537 565; 1666 539 567; 1667 535 563;

1668 555 569; 1669 563 564; 1670 564 549; 1671 565 566; 1672 566 551;

1673 567 568; 1674 568 553; 1675 569 570; 1676 570 556; 1677 563 557;

1678 564 558; 1679 565 561; 1680 566 562; 1681 567 559; 1682 568 560;

1683 569 544; 1684 570 546; 1685 571 535; 1686 571 541; 1687 547 573;

1688 573 549; 1689 555 572; 1690 572 542; 1691 548 574; 1692 574 556;

1693 575 576; 1694 576 577; 1695 577 578; 1696 578 579; 1697 579 580;

1698 582 584; 1699 584 586; 1700 586 588; 1701 581 583; 1702 583 585;

1703 585 587; 1704 589 590; 1705 590 591; 1706 591 592; 1707 592 593;

1708 593 594; 1709 580 595; 1710 594 596; 1711 583 603; 1712 597 605;

1713 601 607; 1714 599 609; 1715 585 604; 1716 598 606; 1717 602 608;

1718 600 610; 1719 576 597; 1720 597 598; 1721 598 590; 1722 578 601;

1723 601 602; 1724 602 592; 1725 580 599; 1726 599 600; 1727 600 594;

1728 577 605; 1729 579 607; 1730 575 603; 1731 595 609; 1732 603 604;

1733 604 589; 1734 605 606; 1735 606 591; 1736 607 608; 1737 608 593;

1738 609 610; 1739 610 596; 1740 603 597; 1741 604 598; 1742 605 601;

1743 606 602; 1744 607 599; 1745 608 600; 1746 609 584; 1747 610 586;

1748 611 575; 1749 611 581; 1750 587 613; 1751 613 589; 1752 595 612;

1753 612 582; 1754 588 614; 1755 614 596; 1756 615 616; 1757 616 617;

1758 617 618; 1759 618 619; 1760 619 620; 1761 622 624; 1762 624 626;

1763 626 628; 1764 621 623; 1765 623 625; 1766 625 627; 1767 629 630;

1768 630 631; 1769 631 632; 1770 632 633; 1771 633 634; 1772 620 635;

1773 634 636; 1774 623 643; 1775 637 645; 1776 641 647; 1777 639 649;

1778 625 644; 1779 638 646; 1780 642 648; 1781 640 650; 1782 616 637;

1783 637 638; 1784 638 630; 1785 618 641; 1786 641 642; 1787 642 632;

1788 620 639; 1789 639 640; 1790 640 634; 1791 617 645; 1792 619 647;

1793 615 643; 1794 635 649; 1795 643 644; 1796 644 629; 1797 645 646;

1798 646 631; 1799 647 648; 1800 648 633; 1801 649 650; 1802 650 636;

Page 25: Manual Check Using STAADPRO

25

1803 643 637; 1804 644 638; 1805 645 641; 1806 646 642; 1807 647 639;

1808 648 640; 1809 649 624; 1810 650 626; 1811 651 615; 1812 651 621;

1813 627 653; 1814 653 629; 1815 635 652; 1816 652 622; 1817 628 654;

1818 654 636; 1819 655 656; 1820 656 657; 1821 657 658; 1822 658 659;

1823 659 660; 1824 662 664; 1825 664 666; 1826 666 668; 1827 661 663;

1828 663 665; 1829 665 667; 1830 669 670; 1831 670 671; 1832 671 672;

1833 672 673; 1834 673 674; 1835 660 675; 1836 674 676; 1837 663 683;

1838 677 685; 1839 681 687; 1840 679 689; 1841 665 684; 1842 678 686;

1843 682 688; 1844 680 690; 1845 656 677; 1846 677 678; 1847 678 670;

1848 658 681; 1849 681 682; 1850 682 672; 1851 660 679; 1852 679 680;

1853 680 674; 1854 657 685; 1855 659 687; 1856 655 683; 1857 675 689;

1858 683 684; 1859 684 669; 1860 685 686; 1861 686 671; 1862 687 688;

1863 688 673; 1864 689 690; 1865 690 676; 1866 683 677; 1867 684 678;

1868 685 681; 1869 686 682; 1870 687 679; 1871 688 680; 1872 689 664;

1873 690 666; 1874 691 655; 1875 691 661; 1876 667 693; 1877 693 669;

1878 675 692; 1879 692 662; 1880 668 694; 1881 694 676; 1882 695 696;

1883 696 697; 1884 697 698; 1885 698 699; 1886 699 700; 1887 702 704;

1888 704 706; 1889 706 708; 1890 701 703; 1891 703 705; 1892 705 707;

1893 709 710; 1894 710 711; 1895 711 712; 1896 712 713; 1897 713 714;

1898 700 715; 1899 714 716; 1900 703 723; 1901 717 725; 1902 721 727;

1903 719 729; 1904 705 724; 1905 718 726; 1906 722 728; 1907 720 730;

1908 696 717; 1909 717 718; 1910 718 710; 1911 698 721; 1912 721 722;

1913 722 712; 1914 700 719; 1915 719 720; 1916 720 714; 1917 697 725;

1918 699 727; 1919 695 723; 1920 715 729; 1921 723 724; 1922 724 709;

1923 725 726; 1924 726 711; 1925 727 728; 1926 728 713; 1927 729 730;

1928 730 716; 1929 723 717; 1930 724 718; 1931 725 721; 1932 726 722;

1933 727 719; 1934 728 720; 1935 729 704; 1936 730 706; 1937 731 695;

1938 731 701; 1939 707 733; 1940 733 709; 1941 715 732; 1942 732 702;

1943 708 734; 1944 734 716; 1945 735 736; 1946 736 737; 1947 737 738;

1948 738 739; 1949 739 740; 1950 742 744; 1951 744 746; 1952 746 748;

Page 26: Manual Check Using STAADPRO

26

1953 741 743; 1954 743 745; 1955 745 747; 1956 749 750; 1957 750 751;

1958 751 752; 1959 752 753; 1960 753 754; 1961 740 755; 1962 754 756;

1963 743 763; 1964 757 765; 1965 761 767; 1966 759 769; 1967 745 764;

1968 758 766; 1969 762 768; 1970 760 770; 1971 736 757; 1972 757 758;

1973 758 750; 1974 738 761; 1975 761 762; 1976 762 752; 1977 740 759;

1978 759 760; 1979 760 754; 1980 737 765; 1981 739 767; 1982 735 763;

1983 755 769; 1984 763 764; 1985 764 749; 1986 765 766; 1987 766 751;

1988 767 768; 1989 768 753; 1990 769 770; 1991 770 756; 1992 763 757;

1993 764 758; 1994 765 761; 1995 766 762; 1996 767 759; 1997 768 760;

1998 769 744; 1999 770 746; 2000 771 735; 2001 771 741; 2002 747 773;

2003 773 749; 2004 755 772; 2005 772 742; 2006 748 774; 2007 774 756;

2008 775 776; 2009 776 777; 2010 777 778; 2011 778 779; 2012 779 780;

2013 782 784; 2014 784 786; 2015 786 788; 2016 781 783; 2017 783 785;

2018 785 787; 2019 789 790; 2020 790 791; 2021 791 792; 2022 792 793;

2023 793 794; 2024 780 795; 2025 794 796; 2026 783 803; 2027 797 805;

2028 801 807; 2029 799 809; 2030 785 804; 2031 798 806; 2032 802 808;

2033 800 810; 2034 776 797; 2035 797 798; 2036 798 790; 2037 778 801;

2038 801 802; 2039 802 792; 2040 780 799; 2041 799 800; 2042 800 794;

2043 777 805; 2044 779 807; 2045 775 803; 2046 795 809; 2047 803 804;

2048 804 789; 2049 805 806; 2050 806 791; 2051 807 808; 2052 808 793;

2053 809 810; 2054 810 796; 2055 803 797; 2056 804 798; 2057 805 801;

2058 806 802; 2059 807 799; 2060 808 800; 2061 809 784; 2062 810 786;

2063 811 775; 2064 811 781; 2065 787 813; 2066 813 789; 2067 795 812;

2068 812 782; 2069 788 814; 2070 814 796; 2071 815 816; 2072 816 817;

2073 817 818; 2074 818 819; 2075 819 820; 2076 822 824; 2077 824 826;

2078 826 828; 2079 821 823; 2080 823 825; 2081 825 827; 2082 829 830;

2083 830 831; 2084 831 832; 2085 832 833; 2086 833 834; 2087 820 835;

2088 834 836; 2089 823 843; 2090 837 845; 2091 841 847; 2092 839 849;

2093 825 844; 2094 838 846; 2095 842 848; 2096 840 850; 2097 816 837;

2098 837 838; 2099 838 830; 2100 818 841; 2101 841 842; 2102 842 832;

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27

2103 820 839; 2104 839 840; 2105 840 834; 2106 817 845; 2107 819 847;

2108 815 843; 2109 835 849; 2110 843 844; 2111 844 829; 2112 845 846;

2113 846 831; 2114 847 848; 2115 848 833; 2116 849 850; 2117 850 836;

2118 843 837; 2119 844 838; 2120 845 841; 2121 846 842; 2122 847 839;

2123 848 840; 2124 849 824; 2125 850 826; 2126 851 815; 2127 851 821;

2128 827 853; 2129 853 829; 2130 835 852; 2131 852 822; 2132 828 854;

2133 854 836; 2134 855 856; 2135 856 857; 2136 857 858; 2137 858 859;

2138 859 860; 2139 862 864; 2140 864 866; 2141 866 868; 2142 861 863;

2143 863 865; 2144 865 867; 2145 869 870; 2146 870 871; 2147 871 872;

2148 872 873; 2149 873 874; 2150 860 875; 2151 874 876; 2152 863 883;

2153 877 885; 2154 881 887; 2155 879 889; 2156 865 884; 2157 878 886;

2158 882 888; 2159 880 890; 2160 856 877; 2161 877 878; 2162 878 870;

2163 858 881; 2164 881 882; 2165 882 872; 2166 860 879; 2167 879 880;

2168 880 874; 2169 857 885; 2170 859 887; 2171 855 883; 2172 875 889;

2173 883 884; 2174 884 869; 2175 885 886; 2176 886 871; 2177 887 888;

2178 888 873; 2179 889 890; 2180 890 876; 2181 883 877; 2182 884 878;

2183 885 881; 2184 886 882; 2185 887 879; 2186 888 880; 2187 889 864;

2188 890 866; 2189 891 855; 2190 891 861; 2191 867 893; 2192 893 869;

2193 875 892; 2194 892 862; 2195 868 894; 2196 894 876; 2197 895 896;

2198 896 897; 2199 897 898; 2200 898 899; 2201 899 900; 2202 902 904;

2203 904 906; 2204 906 908; 2205 901 903; 2206 903 905; 2207 905 907;

2208 909 910; 2209 910 911; 2210 911 912; 2211 912 913; 2212 913 914;

2213 900 915; 2214 914 916; 2215 903 923; 2216 917 925; 2217 921 927;

2218 919 929; 2219 905 924; 2220 918 926; 2221 922 928; 2222 920 930;

2223 896 917; 2224 917 918; 2225 918 910; 2226 898 921; 2227 921 922;

2228 922 912; 2229 900 919; 2230 919 920; 2231 920 914; 2232 897 925;

2233 899 927; 2234 895 923; 2235 915 929; 2236 923 924; 2237 924 909;

2238 925 926; 2239 926 911; 2240 927 928; 2241 928 913; 2242 929 930;

2243 930 916; 2244 923 917; 2245 924 918; 2246 925 921; 2247 926 922;

2248 927 919; 2249 928 920; 2250 929 904; 2251 930 906; 2252 931 895;

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28

2253 931 901; 2254 907 933; 2255 933 909; 2256 915 932; 2257 932 902;

2258 908 934; 2259 934 916;

SURFACE INCIDENCE

931 901 149 935 SURFACE 9

895 931 935 142 SURFACE 10

933 909 165 157 SURFACE 11

907 933 157 155 SURFACE 12

932 902 150 148 SURFACE 13

915 932 148 173 SURFACE 14

916 934 158 174 SURFACE 15

934 908 156 158 SURFACE 16

SURFACE PROPERTY

9 TO 16 THICKNESS 0.23

SUPPORTS

75 TO 80 142 TO 174 935 FIXED

INACTIVE MEMBER 295 TO 302 1118 TO 1125 1181 TO 1188 1244 TO 1251 -

1307 TO 1314 1370 TO 1377 1433 TO 1440 1496 TO 1503 1559 TO 1566 -

1622 TO 1629 1685 TO 1692 1748 TO 1755 1811 TO 1818 1874 TO 1881 -

1937 TO 1944 2000 TO 2007 2063 TO 2070 2126 TO 2133 2189 TO 2196 -

2252 TO 2259

DEFINE MATERIAL START

ISOTROPIC CONCRETE

E 2.17185e+007

POISSON 0.17

DENSITY 23.5616

ALPHA 1e-005

DAMP 0.05

END DEFINE MATERIAL

SURFACE CONSTANTS

MATERIAL CONCRETE LIST 9 TO 16

Page 29: Manual Check Using STAADPRO

29

MEMBER PROPERTY INDIAN

141 TO 166 218 219 222 TO 227 257 TO 286 303 TO 1062 PRIS YD 0.6 ZD 0.6

173 TO 183 192 TO 196 220 221 228 TO 256 287 TO 302 1063 TO 2258 -

2259 PRIS YD 0.75 ZD 0.45

65 TO 69 71 TO 84 86 TO 90 117 TO 140 207 TO 209 214 TO 217 PRIS YD 0.45 ZD 0.3

CONSTANTS

MATERIAL CONCRETE ALL

DEFINE WIND LOAD

TYPE 1

INT 1 1 HEIG 2.75 74

EXP 1 JOINT 43 TO 51 53 55 TO 100 107 108 112 114 118 120 TO 140 142 TO 935

DEFINE 1893 ACCIDENTAL LOAD

ZONE 0.16 RF 5 I 1 SS 2 ST 3 DM 0.05

SELFWEIGHT

MEMBER WEIGHT

173 TO 183 192 TO 196 220 221 1063 TO 1080 1126 TO 1143 1189 TO 1206 1252 -

1253 TO 1269 1315 TO 1332 1378 TO 1395 1441 TO 1458 1504 TO 1521 1567 TO 1584 -

1630 TO 1647 1693 TO 1710 1756 TO 1773 1819 TO 1836 1882 TO 1899 -

1945 TO 1962 2008 TO 2025 2071 TO 2088 2134 TO 2151 UNI 12

2197 TO 2214 2252 TO 2259 UNI 5

FLOOR WEIGHT

YRANGE 7.5 74 FLOAD 6

YRANGE 7.5 70.5 FLOAD 0.75

LOAD 10 LOADTYPE Seismic TITLE LOAD CASE 10 EQX+

1893 LOAD X

PERFORM ANALYSIS

CHANGE

LOAD 11 LOADTYPE Seismic TITLE LOAD CASE 11 EQZ+

1893 LOAD Z

PERFORM ANALYSIS

Page 30: Manual Check Using STAADPRO

30

CHANGE

LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1 DEAD LOAD

SELFWEIGHT Y -1

MEMBER LOAD

173 TO 183 192 TO 196 220 221 1063 TO 1080 1126 TO 1143 1189 TO 1206 1252 -

1253 TO 1269 1315 TO 1332 1378 TO 1395 1441 TO 1458 1504 TO 1521 1567 TO 1584 -

1630 TO 1647 1693 TO 1710 1756 TO 1773 1819 TO 1836 1882 TO 1899 -

1945 TO 1962 2008 TO 2025 2071 TO 2088 2134 TO 2151 UNI GY -12

2197 TO 2214 2252 TO 2259 UNI GY -5

* A FLOOR DEAD LOAD INCLUDES SELF WEIGHT, FINISH AND CONSTRUCTION LOAD AND IN

* ADDITION TO 15% FOR THE STAIRCASE, WATER TANK AND FURNITURE ETC(5+0.75)APPR=6

FLOOR LOAD

YRANGE 7.5 74 FLOAD -6 GY

LOAD 2 LOADTYPE Live TITLE LOAD CASE 2 FLOOR LIVE LOAD

FLOOR LOAD

YRANGE 7.5 70.5 FLOAD -3 GY

LOAD 3 LOADTYPE Roof Live TITLE LOAD CASE 3 ROOF LIVE LOAD

FLOOR LOAD

YRANGE 73.8 74.2 FLOAD -1.5 GY

LOAD 4 LOADTYPE Roof Live TITLE LOAD CASE 4 WINDX+

WIND LOAD X 1 TYPE 1

LOAD 5 LOADTYPE Roof Live TITLE LOAD CASE 5 WINDZ+

WIND LOAD Z 1 TYPE 1

LOAD COMB 6 COMBINATION LOAD CASE 6 SL

1 1.0 2 1.0 3 1.0

LOAD COMB 7 COMBINATION LOAD CASE 7 UL

1 1.5 2 1.5 3 1.5

LOAD COMB 8 COMBINATION LOAD CASE 8 1.2(DL+LL+WLX+)

1 1.5 2 1.5 3 1.5 4 1.5

LOAD COMB 9 COMBINATION LOAD CASE 9 1.2(DL+LL+WLZ+)

Page 31: Manual Check Using STAADPRO

31

1 1.5 2 1.5 3 1.5 5 1.5

LOAD COMB 12 COMBINATION LOAD CASE 12 1.2(DL+LL+EQX+)

10 1.2 1 1.2 2 0.9

LOAD COMB 13 COMBINATION LOAD CASE 13 1.2(DL+LL+EQZ+)

2 0.9 1 1.2 11 1.2

LOAD COMB 14 COMBINATION LOAD CASE 14 1.5(DL+EQX+)

10 1.5 1 1.5

LOAD COMB 15 COMBINATION LOAD CASE 15 1.5(DL+EQZ+)

1 1.5 11 1.5

LOAD COMB 16 COMBINATION LOAD CASE 16 0.9DL+1.5EQX|

10 1.5 1 0.9

LOAD COMB 17 COMBINATION LOAD CASE 17 0.9DL+1.5EQZ+

1 0.9 11 1.5

PERFORM ANALYSIS PRINT STATICS CHECK

PRINT MEMBER FORCES LIST 295 296

PRINT MEMBER FORCES LIST 229 245 251 252 287

PRINT MEMBER FORCES LIST 236 245

FINISH