If the deflected shape and mode shape was as shown below, does this mean that there is something wrong while modeling the diaphragm or while meshing it or it is ok that the deflected shapes to be like this, and if not can you provide me any suggestion to fix my model ? 

Please help the master node has zero stiffness, I have modell COG of the equipement as master node which is loaded with equipment load but 

unfortunately it has warning.

Please see attached staad input and images.

Thankscommunities.bentley.com/.../COO_2D00_CD01_5F00_FRAME_5F00_12.std

please suggest me how to check deflection of bottom chord of truss

Member incompatibility (Version 13.02) - I just learning but have set up an AC_BG_EA 100x100x8_2BM20 G8.8 connection between a simple (no non square angles etc) 360UB44.7 beam and a 530UB82 girder. All is good except RAM reports a member incompatibility warning. The same connection with a web side plate is fine.   Please could someone explain what is going on.

Regards

Trying to model a beam end plate shear connection to column flange with a vertical brace. Houever from screen shot below you'll see i only have 2 options AS_CBB and AS_CleatCBB both of which fixt the beam to the column using clip angles and welds the brace cleat to the column flange which isn't very site friendly.

I'm only a beginner but could someone please point out what i've missed

Hello,

When I add or modify property in section database(tools-section database), It seems that I have to use the same alphabet in the each property table.

For example, a StaadName of table should be start with 'H' in Chinese property because Chinese property starts with 'H' alphabet like HN500x200 or HW175x175.

When I perform an analysis with other alphabet, an error message occured as shown below.

------------------------------------------------------------------------------------------------------------------------------

   **ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.

------------------------------------------------------------------------------------------------------------------------------

Since I want to use my own property name, I want to know how to avoid this restriction for a section name.

Thank you.

what is the i' and j' ends in comparison to i and j ends when looking at force reports for beams with cantilevers?

I start a new Staad project and import the sample .stp file fwp_geom.stp.

Without doing anything, save and export to CIS/2 file, the Cis2Link window shows "Exporting 151 Physical Member(s)" and the .stp file size is 173kb;

Just skimpily close and reopen the Staad project, export to CIS/2 file and the Cis2Link window doesn't show any exporting information about physical members and the .stp file size is 133kb. 

Can someone there points out what is the reason caused this?

Thanks in advance!

I am designing a steel frame and it has a member L3x3x3/8. The value of S and Z should be same for both minor and major axis. However STAAD Pro uses different values. Additionally, these values are not accurate with the AISC steel manual Table 1-7. 

I am using STAAD.Pro CONNECT Edition - Version 22.02.00.26.

Currently i am developing macro to output stresses and moments from plate elements.

I am referring to OpenSTAAD_Reference_V8i(4).pdf, and using Staad Pro (SELECT series 6)

I can't find OpenSTAAD reference for series 6. Is there any?

In the reference for series 4, output array order/items are not clear. Is there any guidance that i can follow? If there is, I would appreciate you telling me where i can get it.

For example, i am using Output.GetAllPlateCenterStressesAndMoments, and i can successfully get CenterStressesArray, which is an eight dimensional array that returns plate center stresses and moments.

But, there is no way to know which value indicates, for example, SLX, SLY, SLXY, MLX, MLY, MLXY, QLX, QLY.

Help in the application shows the below, where the exactly same explanation with the reference as the above is found. 

We appreciate your help regarding the above.

Hi Everyone,

I have issue on user defined hollow sections. May I know how and what to do to apply this section to my model? It just does not appear in my 3D view of the section. 

Thanks.

Basil

Please help i have two models of equipement foundation, one is modeled using a rigid link and the

other is using master slave but  yield different results in the displacement.

See attached staad file and image.

communities.bentley.com/.../COO_2D00_CD01_5F00_FRAME_5F00_18.stdcommunities.bentley.com/.../COO_2D00_CD01_5F00_FRAME_5F00_17.std

Can somebody help me to check if I understand this well or not , these values of Axial PF for example  means that due to the axial deflection , brace 3 and column 5 will deflect the most in comparison  with other members so increasing  their sizes this will lead us to lower overall drift for the roof ?


And if I increased these member sizes does this mean that their participation factor will be reduced ? 

I need to extract the member utilization, but only see a limited list of commands to extract design results. Is there a command that I should be using that is not necessarily published?

How does STAAD carryout the Vertical Distribution of Seismic Forces when creating a seismic load case using the 'DEFINE IBC' command per ASCE 7, Section 12.8.3? Specifically for a building model without floor or diaphragm levels assigned.

conc. wall live load reduction in concept, Is this covered somewhere in the manual?

Hi,

I am using LIMCON to design standard connections with Chinese sections. We have put in a custom database with custom grades, however these will not carry over into the connection design. It will allow me to select the grade (345), but when I press OK, the grade reverts back to 250. Is there anyway to fix this or some reason it may not be working?

Thank you

Hey, 

What is the functionality of Framing Check in RAM Structural System ? 

Please help, why the load did not go to the foundations as shown statics the difference between  reactions

and loads is not zero.

Take note there is a warning on the master node.

Please see attached staad file and kindly fix or teach me what to do inorder to transmit the load

into the foundations so that difference between the load and reactions will be zero thanks.

communities.bentley.com/.../COO_2D00_CD01_5F00_FRAME_5F00_20.std

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Nov-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.2 0 0; 3 6.1 0 0; 4 9.2 0 0; 5 12.4 0 0; 6 3.2 0 2.3; 7 9.2 0 2.3;
8 0 0 3.6; 9 12.4 0 3.6; 10 0 0 7.5; 11 12.4 0 7.5; 12 3.2 0 7.5; 13 9.2 0 7.5;
14 0 0 9.5; 15 12.4 0 9.5; 16 3.2 0 9.5; 17 9.2 0 9.5; 18 10.6 0 7.5;
19 10.6 0 9.5; 20 12.4 0 13.2; 21 0 0 12.6; 22 3.2 0 14.7; 23 9.2 0 14.7;
24 12.4 0 15.1; 25 12.4 0 17.9; 26 0 0 17.9; 27 3.2 0 17.9; 28 9.2 0 17.9;
29 0 -3 0; 30 3.2 -3 0; 31 6.1 -3 0; 32 9.2 -3 0; 33 12.4 -3 0; 34 3.2 -3 2.3;
35 9.2 -3 2.3; 36 0 -3 3.6; 37 12.4 -3 3.6; 38 0 -3 7.5; 39 12.4 -3 7.5;
40 3.2 -3 7.5; 41 9.2 -3 7.5; 42 0 -3 9.5; 43 12.4 -3 9.5; 44 3.2 -3 9.5;
45 9.2 -3 9.5; 46 10.6 -3 7.5; 47 10.6 -3 9.5; 48 12.4 -3 13.2; 49 0 -3 12.6;
50 3.2 -3 14.7; 51 9.2 -3 14.7; 52 12.4 -3 15.1; 53 12.4 -3 17.9; 54 0 -3 17.9;
55 3.2 -3 17.9; 56 9.2 -3 17.9; 58 3.2 0 3.6; 59 9.2 0 3.6; 63 3.2 0 12.6;
64 9.2 0 13.2; 65 9.2 0 15.1; 71 0 3 0; 72 3.2 3 0; 73 6.1 3 0; 74 9.2 3 0;
75 12.4 3 0; 76 3.2 3 2.3; 77 9.2 3 2.3; 78 0 3 3.6; 79 12.4 3 3.6; 80 0 3 7.5;
81 12.4 3 7.5; 82 3.2 3 7.5; 83 9.2 3 7.5; 84 0 3 9.5; 85 12.4 3 9.5;
86 3.2 3 9.5; 87 9.2 3 9.5; 88 10.6 3 7.5; 89 10.6 3 9.5; 90 12.4 3 13.2;
91 0 3 12.6; 92 3.2 3 14.7; 93 9.2 3 14.7; 94 12.4 3 15.1; 95 12.4 3 17.9;
96 0 3 17.9; 97 3.2 3 17.9; 98 9.2 3 17.9; 100 3.2 3 3.6; 101 9.2 3 3.6;
105 3.2 3 12.6; 106 9.2 3 13.2; 107 9.2 3 15.1; 113 0 6 0; 114 3.2 6 0;
115 6.1 6 0; 116 9.2 6 0; 117 12.4 6 0; 118 3.2 6 2.3; 119 9.2 6 2.3;
120 0 6 3.6; 121 12.4 6 3.6; 122 0 6 7.5; 123 12.4 6 7.5; 124 3.2 6 7.5;
125 9.2 6 7.5; 126 0 6 9.5; 127 12.4 6 9.5; 128 3.2 6 9.5; 129 9.2 6 9.5;
130 10.6 6 7.5; 131 10.6 6 9.5; 132 12.4 6 13.2; 133 0 6 12.6; 134 3.2 6 14.7;
135 9.2 6 14.7; 136 12.4 6 15.1; 137 12.4 6 17.9; 138 0 6 17.9; 139 3.2 6 17.9;
140 9.2 6 17.9; 142 3.2 6 3.6; 143 9.2 6 3.6; 147 3.2 6 12.6; 148 9.2 6 13.2;
149 9.2 6 15.1; 155 0 9 0; 156 3.2 9 0; 157 6.1 9 0; 158 9.2 9 0; 159 12.4 9 0;
160 3.2 9 2.3; 161 9.2 9 2.3; 162 0 9 3.6; 163 12.4 9 3.6; 164 0 9 7.5;
165 12.4 9 7.5; 166 3.2 9 7.5; 167 9.2 9 7.5; 168 0 9 9.5; 169 12.4 9 9.5;
170 3.2 9 9.5; 171 9.2 9 9.5; 172 10.6 9 7.5; 173 10.6 9 9.5; 174 12.4 9 13.2;
175 0 9 12.6; 176 3.2 9 14.7; 177 9.2 9 14.7; 178 12.4 9 15.1; 179 12.4 9 17.9;
180 0 9 17.9; 181 3.2 9 17.9; 182 9.2 9 17.9; 184 3.2 9 3.6; 185 9.2 9 3.6;
189 3.2 9 12.6; 190 9.2 9 13.2; 191 9.2 9 15.1; 197 0 12 0; 198 3.2 12 0;
199 6.1 12 0; 200 9.2 12 0; 201 12.4 12 0; 202 3.2 12 2.3; 203 9.2 12 2.3;
204 0 12 3.6; 205 12.4 12 3.6; 206 0 12 7.5; 207 12.4 12 7.5; 208 3.2 12 7.5;
209 9.2 12 7.5; 210 0 12 9.5; 211 12.4 12 9.5; 212 3.2 12 9.5; 213 9.2 12 9.5;
214 10.6 12 7.5; 215 10.6 12 9.5; 216 12.4 12 13.2; 217 0 12 12.6;
218 3.2 12 14.7; 219 9.2 12 14.7; 220 12.4 12 15.1; 221 12.4 12 17.9;
222 0 12 17.9; 223 3.2 12 17.9; 224 9.2 12 17.9; 226 3.2 12 3.6;
227 9.2 12 3.6; 231 3.2 12 12.6; 232 9.2 12 13.2; 233 9.2 12 15.1; 239 0 15 0;
240 3.2 15 0; 241 6.1 15 0; 242 9.2 15 0; 243 12.4 15 0; 244 3.2 15 2.3;
245 9.2 15 2.3; 246 0 15 3.6; 247 12.4 15 3.6; 248 0 15 7.5; 249 12.4 15 7.5;
250 3.2 15 7.5; 251 9.2 15 7.5; 252 0 15 9.5; 253 12.4 15 9.5; 254 3.2 15 9.5;
255 9.2 15 9.5; 256 10.6 15 7.5; 257 10.6 15 9.5; 258 12.4 15 13.2;
259 0 15 12.6; 260 3.2 15 14.7; 261 9.2 15 14.7; 262 12.4 15 15.1;
263 12.4 15 17.9; 264 0 15 17.9; 265 3.2 15 17.9; 266 9.2 15 17.9;
268 3.2 15 3.6; 269 9.2 15 3.6; 273 3.2 15 12.6; 274 9.2 15 13.2;
275 9.2 15 15.1;
MEMBER INCIDENCES
1 1 29; 2 2 30; 3 3 31; 4 4 32; 5 5 33; 6 6 34; 7 7 35; 8 8 36; 9 9 37;
10 10 38; 11 11 39; 12 12 40; 13 13 41; 14 14 42; 15 15 43; 16 16 44; 17 17 45;
18 18 46; 19 19 47; 20 20 48; 21 21 49; 22 22 50; 23 23 51; 24 24 52; 25 25 53;
26 26 54; 27 27 55; 28 28 56; 29 1 2; 30 2 3; 31 3 4; 32 4 5; 33 6 7; 35 10 12;
36 12 13; 37 13 18; 38 18 11; 39 14 16; 40 16 17; 41 17 19; 42 19 15; 43 22 23;
44 28 25; 45 26 27; 46 1 8; 47 8 10; 48 10 14; 50 21 26; 51 2 6; 52 6 12;
53 12 16; 54 16 22; 55 22 27; 56 4 7; 57 7 13; 58 13 17; 59 17 23; 60 23 28;
61 5 9; 62 9 11; 63 11 15; 64 15 20; 66 24 25; 67 18 19; 71 8 58; 73 9 59;
81 21 63; 83 20 64; 85 24 65; 86 27 28; 95 71 1; 96 72 2; 97 73 3; 98 74 4;
99 75 5; 100 76 6; 101 77 7; 102 78 8; 103 79 9; 104 80 10; 105 81 11;
106 82 12; 107 83 13; 108 84 14; 109 85 15; 110 86 16; 111 87 17; 112 88 18;
113 89 19; 114 90 20; 115 91 21; 116 92 22; 117 93 23; 118 94 24; 119 95 25;
120 96 26; 121 97 27; 122 98 28; 123 71 72; 124 72 73; 125 73 74; 126 74 75;
127 76 77; 128 80 82; 129 82 83; 130 83 88; 131 88 81; 132 84 86; 133 86 87;
134 87 89; 135 89 85; 136 92 93; 137 98 95; 138 96 97; 139 71 78; 140 78 80;
141 80 84; 142 91 96; 143 72 76; 144 76 82; 145 82 86; 146 86 92; 147 92 97;
148 74 77; 149 77 83; 150 83 87; 151 87 93; 152 93 98; 153 75 79; 154 79 81;
155 81 85; 156 85 90; 157 94 95; 158 88 89; 160 78 100; 161 79 101; 165 91 105;
166 90 106; 167 94 107; 168 97 98; 172 113 71; 173 114 72; 174 115 73;
175 116 74; 176 117 75; 177 118 76; 178 119 77; 179 120 78; 180 121 79;
181 122 80; 182 123 81; 183 124 82; 184 125 83; 185 126 84; 186 127 85;
187 128 86; 188 129 87; 189 130 88; 190 131 89; 191 132 90; 192 133 91;
193 134 92; 194 135 93; 195 136 94; 196 137 95; 197 138 96; 198 139 97;
199 140 98; 200 113 114; 201 114 115; 202 115 116; 203 116 117; 204 118 119;
205 122 124; 206 124 125; 207 125 130; 208 130 123; 209 126 128; 210 128 129;
211 129 131; 212 131 127; 213 134 135; 214 140 137; 215 138 139; 216 113 120;
217 120 122; 218 122 126; 219 133 138; 220 114 118; 221 118 124; 222 124 128;
223 128 134; 224 134 139; 225 116 119; 226 119 125; 227 125 129; 228 129 135;
229 135 140; 230 117 121; 231 121 123; 232 123 127; 233 127 132; 234 136 137;
235 130 131; 237 120 142; 238 121 143; 242 133 147; 243 132 148; 244 136 149;
245 139 140; 249 155 113; 250 156 114; 251 157 115; 252 158 116; 253 159 117;
254 160 118; 255 161 119; 256 162 120; 257 163 121; 258 164 122; 259 165 123;
260 166 124; 261 167 125; 262 168 126; 263 169 127; 264 170 128; 265 171 129;
266 172 130; 267 173 131; 268 174 132; 269 175 133; 270 176 134; 271 177 135;
272 178 136; 273 179 137; 274 180 138; 275 181 139; 276 182 140; 277 155 156;
278 156 157; 279 157 158; 280 158 159; 281 160 161; 282 164 166; 283 166 167;
284 167 172; 285 172 165; 286 168 170; 287 170 171; 288 171 173; 289 173 169;
290 176 177; 291 182 179; 292 180 181; 293 155 162; 294 162 164; 295 164 168;
296 175 180; 297 156 160; 298 160 166; 299 166 170; 300 170 176; 301 176 181;
302 158 161; 303 161 167; 304 167 171; 305 171 177; 306 177 182; 307 159 163;
308 163 165; 309 165 169; 310 169 174; 311 178 179; 312 172 173; 314 162 184;
315 163 185; 319 175 189; 320 174 190; 321 178 191; 322 181 182; 326 197 155;
327 198 156; 328 199 157; 329 200 158; 330 201 159; 331 202 160; 332 203 161;
333 204 162; 334 205 163; 335 206 164; 336 207 165; 337 208 166; 338 209 167;
339 210 168; 340 211 169; 341 212 170; 342 213 171; 343 214 172; 344 215 173;
345 216 174; 346 217 175; 347 218 176; 348 219 177; 349 220 178; 350 221 179;
351 222 180; 352 223 181; 353 224 182; 354 197 198; 355 198 199; 356 199 200;
357 200 201; 358 202 203; 359 206 208; 360 208 209; 361 209 214; 362 214 207;
363 210 212; 364 212 213; 365 213 215; 366 215 211; 367 218 219; 368 224 221;
369 222 223; 370 197 204; 371 204 206; 372 206 210; 373 217 222; 374 198 202;
375 202 208; 376 208 212; 377 212 218; 378 218 223; 379 200 203; 380 203 209;
381 209 213; 382 213 219; 383 219 224; 384 201 205; 385 205 207; 386 207 211;
387 211 216; 388 220 221; 389 214 215; 391 204 226; 392 205 227; 396 217 231;
397 216 232; 398 220 233; 399 223 224; 403 239 197; 404 240 198; 405 241 199;
406 242 200; 407 243 201; 408 244 202; 409 245 203; 410 246 204; 411 247 205;
412 248 206; 413 249 207; 414 250 208; 415 251 209; 416 252 210; 417 253 211;
418 254 212; 419 255 213; 420 256 214; 421 257 215; 422 258 216; 423 259 217;
424 260 218; 425 261 219; 426 262 220; 427 263 221; 428 264 222; 429 265 223;
430 266 224; 431 239 240; 432 240 241; 433 241 242; 434 242 243; 435 244 245;
436 248 250; 437 250 251; 438 251 256; 439 256 249; 440 252 254; 441 254 255;
442 255 257; 443 257 253; 444 260 261; 445 266 263; 446 264 265; 447 239 246;
448 246 248; 449 248 252; 450 259 264; 451 240 244; 452 244 250; 453 250 254;
454 254 260; 455 260 265; 456 242 245; 457 245 251; 458 251 255; 459 255 261;
460 261 266; 461 243 247; 462 247 249; 463 249 253; 464 253 258; 465 262 263;
466 256 257; 468 246 268; 469 247 269; 473 259 273; 474 258 274; 475 262 275;
476 265 266; 479 20 24; 480 94 90; 481 136 132; 482 178 174; 483 220 216;
484 262 258; 485 14 21; 486 84 91; 487 126 133; 488 168 175; 489 210 217;
490 252 259;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
6 7 12 13 16 17 22 23 100 101 106 107 110 111 116 117 177 178 183 184 187 -
188 193 194 254 255 260 261 264 265 270 271 331 332 337 338 341 342 347 348 -
408 409 414 415 418 419 424 425 PRIS YD 0.3 ZD 0.46
27 28 121 122 198 199 275 276 352 353 429 430 PRIS YD 0.23 ZD 0.46
21 26 115 120 192 197 269 274 346 351 423 428 PRIS YD 0.23 ZD 0.46
1 TO 5 8 TO 11 14 15 20 24 25 95 TO 99 102 TO 105 108 109 114 118 119 172 -
173 TO 176 179 TO 182 185 186 191 195 196 249 TO 253 256 TO 259 262 263 268 -
272 273 326 TO 330 333 TO 336 339 340 345 349 350 403 TO 407 410 TO 413 416 -
417 422 426 427 PRIS YD 0.23 ZD 0.3
18 19 112 113 189 190 266 267 343 344 420 421 PRIS YD 0.23 ZD 0.23
33 36 40 43 86 127 129 133 136 168 204 206 210 213 245 281 283 287 290 322 -
358 360 364 367 399 435 437 441 444 476 PRIS YD 0.46 ZD 0.3
29 TO 32 35 37 TO 39 41 42 44 TO 48 61 TO 64 66 67 71 73 81 83 85 123 TO 126 -
128 130 TO 132 134 135 137 TO 141 153 TO 158 160 161 165 TO 167 200 TO 203 -
205 207 TO 209 211 212 214 TO 218 230 TO 235 237 238 242 TO 244 277 TO 280 -
282 284 TO 286 288 289 291 TO 295 307 TO 312 314 315 319 TO 321 354 TO 357 -
359 361 TO 363 365 366 368 TO 372 384 TO 389 391 392 396 TO 398 431 TO 434 -
436 438 TO 440 442 443 445 TO 449 461 TO 466 468 469 473 TO 475 479 TO 489 -
490 PRIS YD 0.3 ZD 0.23
50 TO 60 142 TO 152 219 TO 229 296 TO 306 373 TO 383 450 TO 459 -
460 PRIS YD 0.4 ZD 0.23
CONSTANTS
BETA 90 MEMB 2 4 6 7 12 TO 14 16 17 20 22 TO 25 27 28 96 98 100 101 -
106 TO 108 110 111 114 116 TO 119 121 122 173 175 177 178 183 TO 185 187 -
188 191 193 TO 196 198 199 250 252 254 255 260 TO 262 264 265 268 -
270 TO 273 275 276 327 329 331 332 337 TO 339 341 342 345 347 TO 350 352 -
353 404 406 408 409 414 TO 416 418 419 422 424 TO 427 429 430
MATERIAL CONCRETE ALL
SUPPORTS
29 TO 56 FIXED
LOAD 1 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1
MEMBER LOAD
29 TO 32 44 45 123 TO 126 137 138 200 TO 203 214 215 277 TO 280 291 292 354 -
355 TO 357 368 369 UNI GY -14
33 35 TO 43 51 TO 60 67 71 73 81 83 85 112 127 TO 136 143 TO 152 158 160 161 -
165 TO 167 189 204 TO 213 220 TO 229 235 237 238 242 TO 244 266 281 TO 290 -
297 TO 306 312 314 315 319 TO 321 343 358 TO 367 374 TO 383 389 391 392 396 -
397 TO 398 431 TO 466 468 469 473 TO 476 484 490 UNI GY -8
FLOOR LOAD
YRANGE 0 25 FLOAD -2.7 GY
LOAD 2 LOADTYPE Dead TITLE LL
FLOOR LOAD
YRANGE 0 25 FLOAD -4 GY
LOAD COMB 3 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5
LOAD COMB 4 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 0.9 2 0.9
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 20000 ALL
FYMAIN 415000 ALL
FYSEC 415000 ALL
MAXMAIN 25 ALL
MAXSEC 12 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
TRACK 2 ALL
DESIGN BEAM 29 TO 33 35 TO 48 50 TO 64 66 67 71 73 81 83 85 86 123 TO 158 -
160 161 165 TO 168 200 TO 235 237 238 242 TO 245 277 TO 312 314 315 -
319 TO 322 354 TO 389 391 392 396 TO 399 431 TO 466 468 469 473 TO 476 479 -
480 TO 490
DESIGN COLUMN 1 TO 28 95 TO 122 172 TO 199 249 TO 276 326 TO 353 403 TO 430
CONCRETE TAKE
END CONCRETE DESIGN
FINISH