differences in design results of staad pro connect and older version staad.

I modelled analyze and designed a project using staad pro select series 5 version and noted the required area of steel for columns but when I reanalyze the same std file in new staad pro connect edition I got different area of steel. for a particular column 1012 older version takes load combination 18 as critical whereas newer connect edition takes load combination 17 as critical and designed accordingly. older version gives higher values of reinforcement than connect edition. why is this difference for exactly same file/model. please check my attached code file.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Jan-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
11 0 -0.5 0; 12 4.2 -0.5 0; 13 6.4 -0.5 0; 14 14 -0.5 0; 15 20.4 -0.5 0;
16 26.8 -0.5 0; 17 31.2 -0.5 0; 19 4.2 -0.5 -2.5; 20 6.4 -0.5 -2.5;
21 10.6 -0.5 -2.5; 22 14 -0.5 -2.5; 23 20.4 -0.5 -2.5; 24 26.8 -0.5 -2.5;
25 31.2 -0.5 -2.5; 26 0 -0.5 -7.4; 27 4.2 -0.5 -7.4; 28 6.4 -0.5 -7.4;
29 10.6 -0.5 -7.4; 30 14 -0.5 -7.4; 31 20.4 -0.5 -7.4; 32 26.8 -0.5 -7.4;
33 31.2 -0.5 -7.4; 111 0 1.5 0; 112 4.2 1.5 0; 113 6.4 1.5 0; 114 14 1.5 0;
115 20.4 1.5 0; 116 26.8 1.5 0; 117 31.2 1.5 0; 118 0 1.5 -2.5;
119 4.2 1.5 -2.5; 120 6.4 1.5 -2.5; 121 10.6 1.5 -2.5; 122 14 1.5 -2.5;
123 20.4 1.5 -2.5; 124 26.8 1.5 -2.5; 125 31.2 1.5 -2.5; 126 0 1.5 -7.4;
127 4.2 1.5 -7.4; 128 6.4 1.5 -7.4; 129 10.6 1.5 -7.4; 130 14 1.5 -7.4;
131 20.4 1.5 -7.4; 132 26.8 1.5 -7.4; 133 31.2 1.5 -7.4; 211 0 4.85 0;
212 4.2 4.85 0; 213 6.4 4.85 0; 214 14 4.85 0; 215 20.4 4.85 0;
216 26.8 4.85 0; 217 31.2 4.85 0; 218 0 4.85 -2.5; 219 4.2 4.85 -2.5;
220 6.4 4.85 -2.5; 221 10.6 4.85 -2.5; 222 14 4.85 -2.5; 223 20.4 4.85 -2.5;
224 26.8 4.85 -2.5; 225 31.2 4.85 -2.5; 226 0 4.85 -7.4; 227 4.2 4.85 -7.4;
228 6.4 4.85 -7.4; 229 10.6 4.85 -7.4; 230 14 4.85 -7.4; 231 20.4 4.85 -7.4;
232 26.8 4.85 -7.4; 233 31.2 4.85 -7.4; 311 0 8.2 0; 312 4.2 8.2 0;
313 6.4 8.2 0; 314 14 8.2 0; 315 20.4 8.2 0; 316 26.8 8.2 0; 317 31.2 8.2 0;
318 0 8.2 -2.5; 319 4.2 8.2 -2.5; 320 6.4 8.2 -2.5; 321 10.6 8.2 -2.5;
322 14 8.2 -2.5; 323 20.4 8.2 -2.5; 324 26.8 8.2 -2.5; 325 31.2 8.2 -2.5;
326 0 8.2 -7.4; 327 4.2 8.2 -7.4; 328 6.4 8.2 -7.4; 329 10.6 8.2 -7.4;
330 14 8.2 -7.4; 331 20.4 8.2 -7.4; 332 26.8 8.2 -7.4; 333 31.2 8.2 -7.4;
411 0 11.55 0; 412 4.2 11.55 0; 413 6.4 11.55 0; 414 14 11.55 0;
415 20.4 11.55 0; 416 26.8 11.55 0; 417 31.2 11.55 0; 418 0 11.55 -2.5;
419 4.2 11.55 -2.5; 420 6.4 11.55 -2.5; 421 10.6 11.55 -2.5; 422 14 11.55 -2.5;
423 20.4 11.55 -2.5; 424 26.8 11.55 -2.5; 425 31.2 11.55 -2.5;
426 0 11.55 -7.4; 427 4.2 11.55 -7.4; 428 6.4 11.55 -7.4; 429 10.6 11.55 -7.4;
430 14 11.55 -7.4; 431 20.4 11.55 -7.4; 432 26.8 11.55 -7.4;
433 31.2 11.55 -7.4; 511 0 14.9 0; 512 4.2 14.9 0; 513 6.4 14.9 0;
514 14 14.9 0; 515 20.4 14.9 0; 516 26.8 14.9 0; 517 31.2 14.9 0;
518 0 14.9 -2.5; 519 4.2 14.9 -2.5; 520 6.4 14.9 -2.5; 521 10.6 14.9 -2.5;
522 14 14.9 -2.5; 523 20.4 14.9 -2.5; 524 26.8 14.9 -2.5; 525 31.2 14.9 -2.5;
526 0 14.9 -7.4; 527 4.2 14.9 -7.4; 528 6.4 14.9 -7.4; 529 10.6 14.9 -7.4;
530 14 14.9 -7.4; 531 20.4 14.9 -7.4; 532 26.8 14.9 -7.4; 533 31.2 14.9 -7.4;
534 26.8 3.375 -7.4; 535 31.2 3.375 -7.4; 536 26.8 6.725 -7.4;
537 31.2 6.725 -7.4; 538 26.8 3.125 -7.4; 539 31.2 3.125 -7.4;
540 26.8 6.475 -7.4; 541 31.2 6.475 -7.4; 542 26.8 9.825 -7.4;
543 31.2 9.825 -7.4; 546 17.2 1.5 -7.4; 547 17.2 1.5 -2.5; 548 23.6 1.5 -7.4;
549 23.6 1.5 -2.5; 550 17.2 4.85 -7.4; 551 17.2 4.85 -2.5; 552 23.6 4.85 -7.4;
553 23.6 4.85 -2.5; 554 17.2 8.2 -7.4; 555 17.2 8.2 -2.5; 556 23.6 8.2 -7.4;
557 23.6 8.2 -2.5; 558 17.2 11.55 -7.4; 559 17.2 11.55 -2.5;
560 23.6 11.55 -7.4; 561 23.6 11.55 -2.5; 562 17.2 14.9 -7.4;
563 17.2 14.9 -2.5; 564 23.6 14.9 -7.4; 565 23.6 14.9 -2.5;
MEMBER INCIDENCES
111 111 112; 112 112 113; 113 113 114; 114 114 115; 115 115 116; 116 116 117;
117 118 119; 118 119 120; 119 120 121; 120 121 122; 121 122 547; 122 123 549;
123 124 125; 124 126 127; 125 128 129; 126 129 130; 127 130 546; 128 131 548;
129 132 133; 130 111 118; 131 118 126; 132 112 119; 133 119 127; 134 113 120;
135 120 128; 136 121 129; 137 114 122; 138 122 130; 139 115 123; 140 123 131;
141 116 124; 142 124 132; 143 117 125; 144 125 133; 211 211 212; 212 212 213;
213 213 214; 214 214 215; 215 215 216; 216 216 217; 217 218 219; 218 219 220;
219 220 221; 220 221 222; 221 222 551; 222 223 553; 223 224 225; 224 226 227;
225 228 229; 226 229 230; 227 230 550; 228 231 552; 230 211 218; 231 218 226;
232 212 219; 233 219 227; 234 213 220; 235 220 228; 236 221 229; 237 214 222;
238 222 230; 239 215 223; 240 223 231; 241 216 224; 242 224 232; 243 217 225;
244 225 233; 311 311 312; 312 312 313; 313 313 314; 314 314 315; 315 315 316;
316 316 317; 317 318 319; 318 319 320; 319 320 321; 320 321 322; 321 322 555;
322 323 557; 323 324 325; 324 326 327; 325 328 329; 326 329 330; 327 330 554;
328 331 556; 330 311 318; 331 318 326; 332 312 319; 333 319 327; 334 313 320;
335 320 328; 336 321 329; 337 314 322; 338 322 330; 339 315 323; 340 323 331;
341 316 324; 342 324 332; 343 317 325; 344 325 333; 411 411 412; 412 412 413;
413 413 414; 414 414 415; 415 415 416; 416 416 417; 417 418 419; 418 419 420;
419 420 421; 420 421 422; 421 422 559; 422 423 561; 423 424 425; 424 426 427;
425 428 429; 426 429 430; 427 430 558; 428 431 560; 430 411 418; 431 418 426;
432 412 419; 433 419 427; 434 413 420; 435 420 428; 436 421 429; 437 414 422;
438 422 430; 439 415 423; 440 423 431; 441 416 424; 442 424 432; 443 417 425;
444 425 433; 511 511 512; 512 512 513; 513 513 514; 514 514 515; 515 515 516;
516 516 517; 517 518 519; 518 519 520; 519 520 521; 520 521 522; 521 522 563;
522 523 565; 523 524 525; 524 526 527; 525 528 529; 526 529 530; 527 530 562;
528 531 564; 529 532 533; 530 511 518; 531 518 526; 532 512 519; 533 519 527;
534 513 520; 535 520 528; 536 521 529; 537 514 522; 538 522 530; 539 515 523;
540 523 531; 541 516 524; 542 524 532; 543 517 525; 544 525 533; 1011 11 111;
1012 12 112; 1013 13 113; 1014 14 114; 1015 15 115; 1016 16 116; 1017 17 117;
1019 19 119; 1020 20 120; 1021 21 121; 1022 22 122; 1023 23 123; 1024 124 24;
1025 125 25; 1026 26 126; 1027 27 127; 1028 28 128; 1029 29 129; 1030 30 130;
1031 31 131; 1032 32 132; 1033 33 133; 2011 111 211; 2012 112 212;
2013 113 213; 2014 114 214; 2015 115 215; 2016 116 216; 2017 117 217;
2019 119 219; 2020 120 220; 2021 121 221; 2022 122 222; 2023 123 223;
2024 124 224; 2025 125 225; 2026 126 226; 2027 127 227; 2028 128 228;
2029 129 229; 2030 130 230; 2031 131 231; 2032 132 538; 2033 133 539;
3011 211 311; 3012 212 312; 3013 213 313; 3014 214 314; 3015 215 315;
3016 216 316; 3017 217 317; 3019 219 319; 3020 220 320; 3021 221 321;
3022 222 322; 3023 223 323; 3024 224 324; 3025 225 325; 3026 226 326;
3027 227 327; 3028 228 328; 3029 229 329; 3030 230 330; 3031 231 331;
3032 232 540; 3033 233 541; 4011 311 411; 4012 312 412; 4013 313 413;
4014 314 414; 4015 315 415; 4016 316 416; 4017 317 417; 4019 319 419;
4020 320 420; 4021 321 421; 4022 322 422; 4023 323 423; 4024 324 424;
4025 325 425; 4026 326 426; 4027 327 427; 4028 328 428; 4029 329 429;
4030 330 430; 4031 331 431; 4032 332 542; 4033 333 543; 5011 411 511;
5012 412 512; 5013 413 513; 5014 414 514; 5015 415 515; 5016 416 516;
5017 417 517; 5019 419 519; 5020 420 520; 5021 421 521; 5022 422 522;
5023 423 523; 5024 424 524; 5025 425 525; 5026 426 526; 5027 427 527;
5028 428 528; 5029 429 529; 5030 430 530; 5031 431 531; 5032 432 532;
5033 433 533; 5034 534 232; 5035 535 233; 5037 536 332; 5038 537 333;
5039 538 534; 5040 539 535; 5041 538 539; 5042 540 536; 5043 541 537;
5044 540 541; 5045 542 432; 5046 543 433; 5047 542 543; 5050 127 128;
5051 546 131; 5052 547 123; 5053 548 132; 5054 549 124; 5055 548 549;
5056 546 547; 5057 550 231; 5058 551 223; 5059 552 232; 5060 553 224;
5061 552 553; 5062 550 551; 5063 554 331; 5064 555 323; 5065 556 332;
5066 557 324; 5067 556 557; 5068 554 555; 5069 558 431; 5070 559 423;
5071 560 432; 5072 561 424; 5073 560 561; 5074 558 559; 5075 562 531;
5076 563 523; 5077 564 532; 5078 565 524; 5079 564 565; 5080 562 563;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 TO 428 430 TO 444 -
511 TO 544 5041 5044 5047 5050 TO 5080 PRIS YD 0.6 ZD 0.4
MEMBER PROPERTY AMERICAN
1012 1021 TO 1025 2012 2021 TO 2025 3012 3021 TO 3025 4012 4021 TO 4025 5012 -
5021 TO 5025 PRIS YD 0.4 ZD 0.4
1011 1014 TO 1017 1019 1020 1026 TO 1033 2011 2014 TO 2017 2019 2020 2026 -
2027 TO 2033 3011 3014 TO 3017 3019 3020 3026 TO 3033 4011 4014 TO 4017 4019 -
4020 4026 TO 4033 5011 5014 TO 5017 5019 5020 5026 TO 5035 5037 TO 5040 5042 -
5043 5045 5046 PRIS YD 0.4 ZD 0.6
1013 2013 3013 4013 5013 PRIS YD 0.6 ZD 0.4
SUPPORTS
11 TO 17 19 TO 33 FIXED
FLOOR HEIGHT
1.5; 4.85; 8.2; 11.55; 14.9;
CUT OFF MODE SHAPE 50
DEFINE 1893 LOAD
*DEFINE 1893 LOAD
*Seismic parameters considered  are as fallows:
*Zone      = 0.36
*RF        = 5.0   (Response reduction factor)
*I         = 1.2   (Importance factor)
*SS        = 2   (Soil type - Medium soil)
*Damping   = 0.05
ZONE 0.36 RF 5 I 1.25 SS 2 ST 1
*LOAD 1 LOADTYPE None  TITLE DEAD LOAD
SELFWEIGHT 1 
MEMBER WEIGHT
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI 12.2
117 129 217 317 338 340 417 436 438 440 UNI 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI 14
FLOOR WEIGHT
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2 ZRANGE -7.4 0
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3 ZRANGE -7.4 -2.5
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2 ZRANGE -2.5 0
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2 ZRANGE -7.4 0
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2 ZRANGE -7.4 0
* LIVE LOAD 50%
FLOOR WEIGHT
YRANGE 4.8 11.57 FLOAD 1 XRANGE 0 4.2 ZRANGE -7.4 0
YRANGE 4.8 11.57 FLOAD 2 XRANGE 4.2 31.2 ZRANGE -2.5 0
YRANGE 4.8 4.9 FLOAD 2.5 XRANGE 6.4 26.8 ZRANGE -7.4 -2.5
YRANGE 8.1 11.57 FLOAD 1.5 XRANGE 6.4 26.8 ZRANGE -7.4 -2.5
YRANGE 14.9 14.9 FLOAD 1 XRANGE 0 31.2 ZRANGE -7.4 0
*STAIR CASE LOAD
MEMBER WEIGHT
223 323 423 5041 5044 5047 UNI 9
CHECK SOFT STORY
LOAD 1 LOADTYPE Seismic  TITLE SPECTRUM X
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
*GXX
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GX 12.2
117 129 217 317 338 340 417 436 438 440 UNI GX 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GX 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GX 23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GX
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GX
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GX
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GX
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GX
* LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 2 XRANGE 0 4.2  ZRANGE -7.4 0  GX
YRANGE 4.8 11.57 FLOAD 4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GX
YRANGE 4.8 4.9 FLOAD 5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GX
YRANGE 8.1 11.57 FLOAD 3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GX
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GX
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GX 13
*GYY
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GY 12.2
117 129 217 317 338 340 417 436 438 440 UNI GY 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GY 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GY 23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GY
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GY
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GY
* LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 2 XRANGE 0 4.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.57 FLOAD 4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GY
YRANGE 4.8 4.9 FLOAD 5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 8.1 11.57 FLOAD 3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GY
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GY 13
*GZZ
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GZ 12.2
117 129 217 317 338 340 417 436 438 440 UNI GZ 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GZ 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GZ 23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GZ
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GZ
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
* LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 2 XRANGE 0 4.2  ZRANGE -7.4 0  GZ
YRANGE 4.8 11.57 FLOAD 4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GZ
YRANGE 4.8 4.9 FLOAD 5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GZ
YRANGE 8.1 11.57 FLOAD 3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GZ
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GZ 13
*********************************************
*CHECK SOFT STORY
SPECTRUM CQC 1893 X 0.065 ACC DAMP 0.05
SOIL TYPE 2
LOAD 2 LOADTYPE Seismic  TITLE SPECTRUM Z
* all above load in x y and z direction will apply automattically
SPECTRUM CQC 1893 Z 0.0732 ACC DAMP 0.05
SOIL TYPE 2
LOAD 3 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GY -12.2
117 129 217 317 338 340 417 436 438 440 UNI GY -7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GY -14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GY -23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD -5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.56 FLOAD -3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GY
YRANGE 4.8 11.57 FLOAD -3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GY
YRANGE 14.9 14.9 FLOAD -3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 14.9 14.9 FLOAD -2 XRANGE 0 31.2  ZRANGE -7.4 0  GY
LOAD 4 LOADTYPE Live  TITLE LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD -2 XRANGE 0 4.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.57 FLOAD -4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GY
YRANGE 4.8 4.9 FLOAD -5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 8.1 11.57 FLOAD -3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 14.9 14.9 FLOAD -1 XRANGE 0 31.2  ZRANGE -7.4 0  GY
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GY -13
LOAD 5 LIVE50
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD -1 XRANGE 0 4.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.57 FLOAD -2 XRANGE 4.2 31.2  ZRANGE -2.5 0  GY
YRANGE 4.8 4.9 FLOAD -2.5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 8.1 11.57 FLOAD -1.5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 14.9 14.9 FLOAD -1 XRANGE 0 31.2  ZRANGE -7.4 0  GY
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GY -6.5
LOAD COMBINATION 6
3 1.0 4 1.0 
LOAD COMBINATION 7
3 1.5 4 1.5 
LOAD COMBINATION 8
1 1.2 3 1.2 5 1.2 
LOAD COMBINATION 9
1 -1.2 3 1.2 5 1.2 
LOAD COMBINATION 10
2 1.2 3 1.2 5 1.2 
LOAD COMBINATION 11
2 -1.2 3 1.2 5 1.2 
LOAD COMBINATION 12
1 1.5 3 1.5 
LOAD COMBINATION 13
1 -1.5 3 1.5 
LOAD COMBINATION 14
2 1.5 3 1.5 
LOAD COMBINATION 15
2 -1.5 3 1.5 
LOAD COMBINATION 16
1 1.5 3 0.9 5 0.9 
LOAD COMBINATION 17
1 -1.5 3 0.9 5 0.9 
LOAD COMBINATION 18
2 1.5 3 0.9 5 0.9 
LOAD COMBINATION 19
2 -1.5 3 0.9 5 0.9 
PDELTA ANALYSIS SMALLDELTA
LOAD LIST 6
PRINT SUPPORT REACTION
LOAD LIST 7 TO 19
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
FC 20 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 TO 428 -
430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 TO 2033 -
3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047
FYMAIN 415 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 -
412 TO 428 430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 -
2020 TO 2033 3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047
FYSEC 415 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 -
412 TO 428 430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 -
2020 TO 2033 3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047 5051 TO 5054 5057 TO 5060 5063 TO 5066 -
5069 TO 5072 5075 TO 5078
MINSEC 8 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 -
411 TO 428 430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 -
2020 TO 2033 3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047 5051 TO 5054 5057 TO 5060 5063 TO 5066 -
5069 TO 5072 5075 TO 5078
RATIO 6 MEMB 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 TO 2033 3011 TO 3017 -
3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 5019 TO 5031 5032 5033 5034 5035 -
5037 TO 5040 5042 5043 5045 5046
CONCRETE TAKE
UNIT METER KN
DESIGN COLUMN 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 TO 2033 -
3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5032 5033 5034 5035 5037 TO 5040 5042 5043 5045 5046
DESIGN BEAM 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 -
411 TO 428 430 TO 444 511 TO 544  5041 5044 5047 5050 TO 5080
END CONCRETE DESIGN
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