engr. kanchan's Activities

About staad pro output

engr. kanchan — Wed, 20 Jul 2022 17:34:11 GMT

My staad pro v22 output file not show reinforcement required area. How to solved it.

Please solved me my problem.

setup problem

engr. kanchan — Sat, 09 Jul 2022 10:19:40 GMT

Dear

Please help me installed failed -- when i setup staad pro message show : failed to copy payload for Bentley connect advisor

Let me Help You

Sun, 10 Jul 2022 01:57:40 GMT

Answer a question that is verified as helpful or correct.

when start the open staad pro v 22 open, plz solved it.

engr. kanchan — Sat, 09 Jul 2022 02:19:48 GMT

Dear,

When open staad pro v22 it's show , the catalog manager service is stopped and it could not be started because the access was denied . it need to be started manually with administrator privilege, how to solved? and, the catalog manager service is stopped and it could not be started because the access was denied. it needs to be started manually with Administrator previlege.

would you like to visit the bentley community site for more information.

Please solved it.

not found ACI 318-2011

engr. kanchan — Wed, 06 Jul 2022 10:51:07 GMT

Dear

i can't find design code ACI 318-2011. how to solved . which defined feet .

Design code not find

engr. kanchan — Wed, 06 Jul 2022 10:46:23 GMT

Dear

I can't find RCDC soft Design code ACI 318-2011 which defined feet not meter. how to solved. plz solved it as soon as possible.

staad pro results reinforcement file to dwg

engr. kanchan — Mon, 04 Jul 2022 09:50:34 GMT

Dear,

How to make drawing file from staad pro result of reinforcement detail's. Please solve it as soon as possible.

i have the same problem too. Please help. Here's my command below:

engr. kanchan — Sat, 02 Jul 2022 20:35:32 GMT

1. STAAD SPACE
INPUT FILE: G+4 Storyed Buildings all data.STD
2. START JOB INFORMATION
3. ENGINEER DATE 01-JUL-22
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT FEET KIP
7. JOINT COORDINATES
8. 294 0 36 0; 295 2.42 36 0; 296 2.42 36 -1.83; 297 35.83 36 -1.83
9. 298 35.83 36 0; 299 38.25 36 0; 300 0 36 9.92; 301 14.75 36 9.92
10. 303 23.58 36 9.92; 304 38.25 36 9.92; 305 0 36 23.25; 306 9.58 36 23.25
11. 307 14.75 36 23.25; 308 23.58 36 23.25; 309 29.41 36 23.25; 310 0 36 34.67
12. 311 9.58 36 34.67; 312 29.41 36 34.67; 313 38.24 36 34.67; 314 38.24 36 23.25
13. 315 14.75 36 7.94729E-008; 316 23.58 36 7.94729E-008; 318 14.75 36 -1.83
14. 319 23.58 36 -1.83; 321 2.42 31 0; 324 35.83 31 0; 326 0 31 9.92
15. 327 14.75 31 9.92; 328 23.58 31 9.92; 329 38.25 31 9.92; 330 0 31 23.25
16. 332 14.75 31 23.25; 333 23.58 31 23.25; 335 0 31 34.67; 336 9.58 31 34.67
17. 337 29.41 31 34.67; 338 38.24 31 34.67; 339 38.24 31 23.25
18. 340 14.75 31 7.94729E-008; 341 23.58 31 7.94729E-008; 342 0 47.67 0
19. 343 2.42 47.67 0; 344 2.42 47.67 -1.83; 345 35.83 47.67 -1.83
20. 346 35.83 47.67 0; 347 38.25 47.67 0; 348 0 47.67 9.92; 349 14.75 47.67 9.92
21. 350 23.58 47.67 9.92; 351 38.25 47.67 9.92; 352 0 47.67 23.25
22. 353 9.58 47.67 23.25; 354 14.75 47.67 23.25; 355 23.58 47.67 23.25
23. 356 29.41 47.67 23.25; 357 0 47.67 34.67; 358 9.58 47.67 34.67
24. 359 29.41 47.67 34.67; 360 38.24 47.67 34.67; 361 38.24 47.67 23.25
25. 362 14.75 47.67 7.94729E-008; 363 23.58 47.67 7.94729E-008
26. 364 14.75 47.67 -1.83; 365 23.58 47.67 -1.83; 366 0 57.34 0; 367 2.42 57.34 0
27. 368 2.42 57.34 -1.83; 369 35.83 57.34 -1.83; 370 35.83 57.34 0
28. 371 38.25 57.34 0; 372 0 57.34 9.92; 373 14.75 57.34 9.92
29. 374 23.58 57.34 9.92; 375 38.25 57.34 9.92; 376 0 57.34 23.25
30. 377 9.58 57.34 23.25; 378 14.75 57.34 23.25; 379 23.58 57.34 23.25
31. 380 29.41 57.34 23.25; 381 0 57.34 34.67; 382 9.58 57.34 34.67
32. 383 29.41 57.34 34.67; 384 38.24 57.34 34.67; 385 38.24 57.34 23.25
33. 386 14.75 57.34 7.94729E-008; 387 23.58 57.34 7.94729E-008
34. 388 14.75 57.34 -1.83; 389 23.58 57.34 -1.83; 390 0 67.01 0; 391 2.42 67.01 0
35. 392 2.42 67.01 -1.83; 393 35.83 67.01 -1.83; 394 35.83 67.01 0
36. 395 38.25 67.01 0; 396 0 67.01 9.92; 397 14.75 67.01 9.92
37. 398 23.58 67.01 9.92; 399 38.25 67.01 9.92; 400 0 67.01 23.25
38. 401 9.58 67.01 23.25; 402 14.75 67.01 23.25; 403 23.58 67.01 23.25
STAAD SPACE -- PAGE NO. 2

39. 404 29.41 67.01 23.25; 405 0 67.01 34.67; 406 9.58 67.01 34.67
40. 407 29.41 67.01 34.67; 408 38.24 67.01 34.67; 409 38.24 67.01 23.25
41. 410 14.75 67.01 7.94729E-008; 411 23.58 67.01 7.94729E-008
42. 412 14.75 67.01 -1.83; 413 23.58 67.01 -1.83; 414 0 76.68 0; 415 2.42 76.68 0
43. 416 2.42 76.68 -1.83; 417 35.83 76.68 -1.83; 418 35.83 76.68 0
44. 419 38.25 76.68 0; 420 0 76.68 9.92; 421 14.75 76.68 9.92
45. 422 23.58 76.68 9.92; 423 38.25 76.68 9.92; 424 0 76.68 23.25
46. 425 9.58 76.68 23.25; 426 14.75 76.68 23.25; 427 23.58 76.68 23.25
47. 428 29.41 76.68 23.25; 429 0 76.68 34.67; 430 9.58 76.68 34.67
48. 431 29.41 76.68 34.67; 432 38.24 76.68 34.67; 433 38.24 76.68 23.25
49. 434 14.75 76.68 7.94729E-008; 435 23.58 76.68 7.94729E-008
50. 436 14.75 76.68 -1.83; 437 23.58 76.68 -1.83; 475 41.26 86.35 23.25
51. 477 -2.97 76.68 -3.67; 478 14.75 76.68 -3.67; 479 23.58 76.68 -3.67
52. 480 41.27 76.68 -3.67; 481 41.26 76.68 41.34; 482 -2.97 76.68 41.34
53. 483 -2.97 76.68 23.25; 484 -2.97 67.01 -3.67; 485 14.75 67.01 -3.67
54. 486 23.58 67.01 -3.67; 487 41.27 67.01 -3.67; 488 41.26 67.01 41.34
55. 489 -2.97 67.01 41.34; 490 -2.97 67.01 23.25; 491 -2.97 57.34 -3.67
56. 492 14.75 57.34 -3.67; 493 23.58 57.34 -3.67; 494 41.27 57.34 -3.67
57. 495 41.26 57.34 41.34; 496 -2.97 57.34 41.34; 497 -2.97 57.34 23.25
58. 498 -2.97 47.67 -3.67; 499 14.75 47.67 -3.67; 500 23.58 47.67 -3.67
59. 501 41.27 47.67 -3.67; 502 41.26 47.67 41.34; 503 -2.97 47.67 41.34
60. 504 -2.97 47.67 23.25; 505 41.26 47.67 23.25; 506 41.26 57.34 23.25
61. 507 41.26 67.01 23.25; 508 41.26 76.68 23.25; 510 2.42 86.35 0
62. 513 35.83 86.35 0; 515 0 86.35 9.92; 516 14.75 86.35 9.92
63. 517 23.58 86.35 9.92; 518 38.25 86.35 9.92; 519 0 86.35 23.25
64. 521 14.75 86.35 23.25; 522 23.58 86.35 23.25; 524 0 86.35 34.67
65. 525 9.58 86.35 34.67; 526 29.41 86.35 34.67; 527 38.24 86.35 34.67
66. 528 38.24 86.35 23.25; 529 14.75 86.35 7.94729E-008
67. 530 23.58 86.35 7.94729E-008; 531 0 86.35 0; 532 2.42 86.35 -1.83
68. 533 35.83 86.35 -1.83; 534 38.25 86.35 0; 535 9.58 86.35 23.25
69. 536 29.41 86.35 23.25; 537 14.75 86.35 -1.83; 538 23.58 86.35 -1.83
70. 539 -2.97 86.35 -3.67; 540 14.75 86.35 -3.67; 541 23.58 86.35 -3.67
71. 542 41.27 86.35 -3.67; 543 41.26 86.35 41.34; 544 -2.97 86.35 41.34
72. 545 -2.97 86.35 23.25
73. MEMBER INCIDENCES
74. 630 294 295; 631 296 295; 632 297 298; 633 298 299; 634 300 301; 636 303 304
75. 637 305 306; 638 307 308; 639 308 309; 640 310 311; 641 311 312; 642 312 313
76. 643 294 300; 644 300 305; 645 305 310; 646 299 304; 647 304 314; 648 314 313
77. 649 301 307; 650 303 308; 651 315 301; 652 316 303; 654 318 315; 655 319 316
78. 656 319 297; 657 318 296; 658 306 307; 659 309 314; 660 306 311; 661 309 312
79. 663 301 303; 680 315 316; 682 295 321; 685 298 324; 687 300 326; 688 301 327
80. 689 303 328; 690 304 329; 691 305 330; 693 307 332; 694 308 333; 696 310 335
81. 697 311 336; 698 312 337; 699 313 338; 700 314 339; 701 315 340; 702 316 341
82. 704 295 343; 707 298 346; 709 300 348; 710 301 349; 711 303 350; 712 304 351
83. 713 305 352; 715 307 354; 716 308 355; 718 310 357; 719 311 358; 720 312 359
84. 721 313 360; 722 314 361; 723 315 362; 724 316 363; 727 342 343; 728 344 343
85. 729 345 346; 730 346 347; 731 348 349; 732 350 351; 733 352 353; 734 354 355
86. 735 355 356; 736 357 358; 737 358 359; 738 359 360; 739 342 348; 740 348 352
87. 741 352 357; 742 347 351; 743 351 361; 744 361 360; 745 349 354; 746 350 355
88. 747 362 349; 748 363 350; 749 364 362; 750 365 363; 751 365 345; 752 364 344
89. 753 353 354; 754 356 361; 755 353 358; 756 356 359; 757 349 350; 758 362 363
90. 760 343 367; 763 346 370; 765 348 372; 766 349 373; 767 350 374; 768 351 375
91. 769 352 376; 771 354 378; 772 355 379; 774 357 381; 775 358 382; 776 359 383
92. 777 360 384; 778 361 385; 779 362 386; 780 363 387; 783 366 367; 784 368 367
93. 785 369 370; 786 370 371; 787 372 373; 788 374 375; 789 376 377; 790 378 379
94. 791 379 380; 792 381 382; 793 382 383; 794 383 384; 795 366 372; 796 372 376
STAAD SPACE -- PAGE NO. 3

95. 797 376 381; 798 371 375; 799 375 385; 800 385 384; 801 373 378; 802 374 379
96. 803 386 373; 804 387 374; 805 388 386; 806 389 387; 807 389 369; 808 388 368
97. 809 377 378; 810 380 385; 811 377 382; 812 380 383; 813 373 374; 814 386 387
98. 816 367 391; 819 370 394; 821 372 396; 822 373 397; 823 374 398; 824 375 399
99. 825 376 400; 827 378 402; 828 379 403; 830 381 405; 831 382 406; 832 383 407
100. 833 384 408; 834 385 409; 835 386 410; 836 387 411; 839 390 391; 840 392 391
101. 841 393 394; 842 394 395; 843 396 397; 844 398 399; 845 400 401; 846 402 403
102. 847 403 404; 848 405 406; 849 406 407; 850 407 408; 851 390 396; 852 396 400
103. 853 400 405; 854 395 399; 855 399 409; 856 409 408; 857 397 402; 858 398 403
104. 859 410 397; 860 411 398; 861 412 410; 862 413 411; 863 413 393; 864 412 392
105. 865 401 402; 866 404 409; 867 401 406; 868 404 407; 869 397 398; 870 410 411
106. 872 391 415; 875 394 418; 877 396 420; 878 397 421; 879 398 422; 880 399 423
107. 881 400 424; 883 402 426; 884 403 427; 886 405 429; 887 406 430; 888 407 431
108. 889 408 432; 890 409 433; 891 410 434; 892 411 435; 895 414 415; 896 416 415
109. 897 417 418; 898 418 419; 899 420 421; 900 422 423; 901 424 425; 902 426 427
110. 903 427 428; 904 429 430; 905 430 431; 906 431 432; 907 414 420; 908 420 424
111. 909 424 429; 910 419 423; 911 423 433; 912 433 432; 913 421 426; 914 422 427
112. 915 434 421; 916 435 422; 917 436 434; 918 437 435; 919 437 417; 920 436 416
113. 921 425 426; 922 428 433; 923 425 430; 924 428 431; 925 421 422; 926 434 435
114. 1036 415 510; 1039 418 513; 1041 420 515; 1042 421 516; 1043 422 517
115. 1044 423 518; 1045 424 519; 1047 426 521; 1048 427 522; 1050 429 524
116. 1051 430 525; 1052 431 526; 1053 432 527; 1054 433 528; 1055 434 529
117. 1056 435 530; 1057 531 510; 1058 532 510; 1059 533 513; 1060 513 534
118. 1061 515 516; 1062 517 518; 1063 519 535; 1064 521 522; 1065 522 536
119. 1066 524 525; 1067 525 526; 1068 526 527; 1069 531 515; 1070 515 519
120. 1071 519 524; 1072 534 518; 1073 518 528; 1074 528 527; 1075 516 521
121. 1076 517 522; 1077 529 516; 1078 530 517; 1079 537 529; 1080 538 530
122. 1081 538 533; 1082 537 532; 1083 535 521; 1084 536 528; 1085 535 525
123. 1086 536 526; 1087 516 517; 1088 529 530
124. ELEMENT INCIDENCES SHELL
125. 1019 498 499 354 504; 1020 500 501 505 355; 1021 504 505 502 503
126. 1022 349 350 355 354; 1023 493 494 506 379; 1024 491 492 378 497
127. 1025 497 506 495 496; 1026 373 374 379 378; 1027 484 485 402 490
128. 1028 486 403 507 487; 1029 490 507 488 489; 1030 397 398 403 402
129. 1031 477 483 426 478; 1032 479 427 508 480; 1033 421 422 427 426
130. 1034 483 508 481 482; 1096 539 545 521 540; 1097 541 522 475 542
131. 1098 516 517 522 521; 1099 545 475 543 544
132. ELEMENT PROPERTY
133. 1019 TO 1034 1096 TO 1099 THICKNESS 0.33
134. DEFINE MATERIAL START
135. ISOTROPIC CONCRETE
136. E 453600
137. POISSON 0.17
138. DENSITY 0.150336
139. ALPHA 5E-006
140. DAMP 0.05
141. TYPE CONCRETE
142. STRENGTH FCU 576
143. END DEFINE MATERIAL
144. MEMBER PROPERTY AMERICAN
145. 691 696 699 700 713 718 721 722 769 774 777 778 825 830 833 834 881 886 889 -
146. 890 1045 1050 1053 1054 PRIS YD 0.83 ZD 1.5
147. 682 685 701 702 704 707 723 724 760 763 779 780 816 819 835 836 872 875 891 -
148. 892 1036 1039 1055 1056 PRIS YD 1.5 ZD 0.83
149. 687 690 693 694 697 698 709 712 715 716 719 720 765 768 771 772 775 776 821 -
150. 824 827 828 831 832 877 880 883 884 887 888 1041 1044 1047 1048 1051 -
STAAD SPACE -- PAGE NO. 4

151. 1052 PRIS YD 0.83 ZD 1.25
152. 688 689 710 711 766 767 822 823 878 879 1042 1043 PRIS YD 1.25 ZD 0.83
153. 630 TO 634 636 TO 652 654 TO 661 663 680 727 TO 758 783 TO 814 839 TO 870 -
154. 895 TO 926 1057 TO 1088 PRIS YD 1.25 ZD 1
155. CONSTANTS
156. MATERIAL CONCRETE ALL
157. SUPPORTS
158. 321 324 326 TO 330 332 333 335 TO 341 FIXED
159. DEFINE REFERENCE LOADS
160. LOAD R1 LOADTYPE DEAD TITLE DL
161. FLOOR LOAD
162. YRANGE 0 86.35 FLOAD 0
163. SELFWEIGHT Y -1
164. MEMBER LOAD
165. 630 TO 633 640 TO 648 654 TO 657 680 727 TO 730 736 TO 744 749 TO 752 758 -
166. 783 TO 786 792 TO 800 805 TO 808 814 839 TO 842 848 TO 856 861 TO 864 870 -
167. 895 TO 898 904 TO 912 917 TO 920 926 1057 TO 1060 1066 TO 1074 1079 TO 1082 -
168. 1088 UNI GY 0.7
169. FLOOR LOAD
170. YRANGE 0 76.68 FLOAD -0.021 GY
171. LOAD R3 LOADTYPE ROOF LIVE REDUCIBLE TITLE RL
172. FLOOR LOAD
173. YRANGE 86.35 86.35 FLOAD -0.042 GY
174. LOAD R2 LOADTYPE LIVE REDUCIBLE TITLE LL
175. END DEFINE REFERENCE LOADS
176. DEFINE WIND LOAD
177. TYPE 1 WL RANGPUR ZONE
178. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
179. ASCE-7-2002:PARAMS 65.300 M/SEC 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
180. 1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
181. 0 0 0 0 0.761 1.000 1.000 0.850 0 -
182. 0 0 0 0.866 0.800 -0.550
183. !> END GENERATED DATA BLOCK
184. INT 0.0379053 0.0379053 0.0385534 0.0391509 0.0397062 0.0402259 0.0407151 -
185. 0.0411777 0.0416169 0.0420354 0.0424353 0.0428187 0.0431869 0.0435414 -
186. 0.0438833 HEIG 0 15 16.9231 18.8461 20.7692 22.6923 24.6154 26.5385 -
187. 28.4615 30.3846 32.3077 34.2308 36.1538 38.0769 40
188. EXP 0 JOINT 294 TO 301 303 TO 316 318 319 321 324 326 TO 330 332 333 -
189. 335 TO 437 475 477 TO 506 510 513 515 TO 519 521 522 524 TO 545
190. DEFINE UBC LOAD
191. ZONE 0.28 I 1 RWX 5 RWZ 5 CT 0.073 S 1.2
192. SELFWEIGHT 1
193. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
194. !> END GENERATED DATA BLOCK
195. FLOOR LOAD

*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED.

DATA-CHECK MODE IS ENTERED.

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JUL 3,2022 TIME= 2:22:47 ****

STAAD SPACE -- PAGE NO. 5

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i have analysed a structure and have got 1 error that says check results carefully loads may have been lost. please help me. i have attached my model as well.

engr. kanchan — Sat, 02 Jul 2022 20:38:56 GMT

communities.bentley.com/.../G_2B00_4-Storyed-Buildings-all-data.std

* ERROR * ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. how solved it.

engr. kanchan — Sat, 02 Jul 2022 20:48:06 GMT

communities.bentley.com/.../4682.G_2B00_4-Storyed-Buildings-all-data.std

Ask A Question I

Sat, 02 Jul 2022 05:30:24 GMT

Ask a question in a forum.

engr. kanchan's Activities

About staad pro output

setup problem

Let me Help You

when start the open staad pro v 22 open, plz solved it.

not found ACI 318-2011

Design code not find

staad pro results reinforcement file to dwg

i have the same problem too. Please help. Here's my command below:

i have analysed a structure and have got 1 error that says check results carefully loads may have been lost. please help me. i have attached my model as well.

*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. how solved it.

Ask A Question I

* ERROR * ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. how solved it.