FLOOR DIAPHRAGM DIA 1 TYPE RIG HEI 0 JOINT 58 TO 114 DIA 2 TYPE RIG JOINT 115 TO 171 DIA 3 TYPE RIG JOINT 172 TO 228 DIA 4 TYPE RIG JOINT 229 TO 285 DIA 5 TYPE RIG JOINT 286 TO 342 DIA 6 TYPE RIG JOINT 343 TO 399 DIA 7 TYPE RIG JOINT 400 TO 456 MEMBER CRACKED 97 TO 153 250 TO 306 403 TO 459 556 TO 612 709 TO 765 862 TO 918 1015 TO 1070 - 1071 REDUCTION RIY 0.7 RIZ 0.7 154 TO 249 307 TO 402 460 TO 555 613 TO 708 766 TO 861 919 TO 1014 - 1072 TO 1167 REDUCTION RIY 0.35 RIZ 0.35 DEFINE REFERENCE LOADS LOAD R1 LOADTYPE Mass TITLE MASS SELFWEIGHT X 1 SELFWEIGHT Z 1 SELFWEIGHT Y 1 MEMBER LOAD 97 103 104 106 TO 108 110 111 113 115 TO 118 124 137 143 147 151 154 TO 181 - 198 206 214 222 250 256 257 259 TO 261 263 264 266 268 TO 271 277 290 296 - 300 304 307 TO 334 351 359 367 375 403 409 410 412 TO 414 416 417 419 421 - 422 TO 424 430 443 449 453 457 460 TO 487 504 512 520 528 556 562 563 565 - 566 TO 567 569 570 572 574 TO 577 583 596 602 606 610 613 TO 640 657 665 673 - 681 709 715 716 718 TO 720 722 723 725 727 TO 730 736 749 755 759 763 766 - 767 TO 793 810 818 826 834 862 868 869 871 TO 873 875 876 878 880 TO 883 889 - 902 908 912 916 919 TO 946 963 971 979 987 1015 1021 1022 1024 TO 1026 1028 - 1029 1031 1033 TO 1036 1042 1055 1061 1065 1069 1072 TO 1099 1116 1124 1132 - 1140 UNI GY 10.6 FLOOR LOAD YRANGE 3.4 22.6 FLOAD 9.375 XRANGE 2.5 42.5 ZRANGE 5 45 GY MEMBER LOAD 136 182 184 185 187 190 192 193 195 199 TO 201 204 205 207 210 211 - 215 TO 217 220 221 223 228 TO 231 236 TO 241 244 245 248 249 289 335 337 - 338 340 343 345 346 348 352 TO 354 357 358 360 363 364 368 TO 370 373 374 - 376 381 TO 384 389 TO 394 397 398 401 402 442 488 490 491 493 496 498 499 - 501 505 TO 507 510 511 513 516 517 521 TO 523 526 527 529 534 TO 537 542 - 543 TO 547 550 551 554 555 595 641 643 644 646 649 651 652 654 658 TO 660 - 663 664 666 669 670 674 TO 676 679 680 682 687 TO 690 695 TO 700 703 704 - 707 708 748 794 796 797 799 802 804 805 807 811 TO 813 816 817 819 822 823 - 827 TO 829 832 833 835 840 TO 843 848 TO 853 856 857 860 861 901 947 949 - 950 952 955 957 958 960 964 TO 966 969 970 972 975 976 980 TO 982 985 986 - 988 993 TO 996 1001 TO 1006 1009 1010 1013 1014 1054 1100 1102 1103 1105 - 1108 1110 1111 1113 1117 TO 1119 1122 1123 1125 1128 1129 1133 TO 1135 1138 - 1139 1141 1146 TO 1149 1154 TO 1159 1162 1163 1166 1167 UNI GY 7.95 FLOOR LOAD YRANGE 3.4 19.4 FLOAD 1.875 XRANGE 2.5 42.5 ZRANGE 5 45 GY FLOOR LOAD YRANGE 19.5 22.6 FLOAD 2.5 XRANGE 2.5 42.5 ZRANGE 5 45 GY END DEFINE REFERENCE LOADS DEFINE IS1893 2016 LOAD ZONE 0.16 RF 5 I 1.2 SS 2 ST 2 DM 0.05 GL 3.4 CHECK SOFT STORY 1893 2016 LOAD 1 LOADTYPE Seismic TITLE EQ X+ 1893 LOAD X 1 DEC 2.5 ACC 0.05 PERFORM ANALYSIS CHANGE LOAD 2 LOADTYPE Seismic TITLE EQ X- 1893 LOAD X -1 DEC 2.5 ACC 0.05 PERFORM ANALYSIS CHANGE LOAD 3 LOADTYPE Seismic TITLE EQ Z+ 1893 LOAD Z 1 DEC 2.5 ACC 0.05 PERFORM ANALYSIS CHANGE LOAD 4 LOADTYPE Seismic TITLE EQ Z- 1893 LOAD Z -1 DEC 2.5 ACC 0.05 PERFORM ANALYSIS CHANGE LOAD 5 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 MEMBER LOAD 97 103 104 106 TO 108 110 111 113 115 TO 118 124 137 143 147 151 154 TO 181 - 198 206 214 222 250 256 257 259 TO 261 263 264 266 268 TO 271 277 290 296 - 300 304 307 TO 334 351 359 367 375 403 409 410 412 TO 414 416 417 419 421 - 422 TO 424 430 443 449 453 457 460 TO 487 504 512 520 528 556 562 563 565 - 566 TO 567 569 570 572 574 TO 577 583 596 602 606 610 613 TO 640 657 665 673 - 681 709 715 716 718 TO 720 722 723 725 727 TO 730 736 749 755 759 763 766 - 767 TO 793 810 818 826 834 862 868 869 871 TO 873 875 876 878 880 TO 883 889 - 902 908 912 916 919 TO 946 963 971 979 987 1015 1021 1022 1024 TO 1026 1028 - 1029 1031 1033 TO 1036 1042 1055 1061 1065 1069 1072 TO 1099 1116 1124 1132 - 1140 UNI GY -10.6 FLOOR LOAD YRANGE 3.4 22.6 FLOAD -9.375 XRANGE 2.5 42.5 ZRANGE 5 45 GY MEMBER LOAD 136 182 184 185 187 190 192 193 195 199 TO 201 204 205 207 210 211 - 215 TO 217 220 221 223 228 TO 231 236 TO 241 244 245 248 249 289 335 337 - 338 340 343 345 346 348 352 TO 354 357 358 360 363 364 368 TO 370 373 374 - 376 381 TO 384 389 TO 394 397 398 401 402 442 488 490 491 493 496 498 499 - 501 505 TO 507 510 511 513 516 517 521 TO 523 526 527 529 534 TO 537 542 - 543 TO 547 550 551 554 555 595 641 643 644 646 649 651 652 654 658 TO 660 - 663 664 666 669 670 674 TO 676 679 680 682 687 TO 690 695 TO 700 703 704 - 707 708 748 794 796 797 799 802 804 805 807 811 TO 813 816 817 819 822 823 - 827 TO 829 832 833 835 840 TO 843 848 TO 853 856 857 860 861 901 947 949 - 950 952 955 957 958 960 964 TO 966 969 970 972 975 976 980 TO 982 985 986 - 988 993 TO 996 1001 TO 1006 1009 1010 1013 1014 1054 1100 1102 1103 1105 - 1108 1110 1111 1113 1117 TO 1119 1122 1123 1125 1128 1129 1133 TO 1135 1138 - 1139 1141 1146 TO 1149 1154 TO 1159 1162 1163 1166 1167 UNI GY -7.95 LOAD 6 LOADTYPE Live TITLE LL FLOOR LOAD YRANGE 3.4 19.4 FLOAD -3.75 XRANGE 2.5 42.5 ZRANGE 5 45 GY LOAD 7 LOADTYPE Roof Live TITLE RLL FLOOR LOAD YRANGE 19.5 22.6 FLOAD -2.5 XRANGE 2.5 42.5 ZRANGE 5 45 GY
I cannot figure out where am I going wrong.
I have defined the reference load type as "mass", still it is show this error
ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRAVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING.
Awaiting for a reply. Thank you
Your reference load type mass has been defined after the FLOOR DIAPHRAGM. Please move the reference load type mass before the FLOOR DIAPHRAGM commands.
Answer Verified By: Utsav Doshi
Thank you sir.
Problem is solved
Hi Sye, I was wondering if there is some document in the Bentley Staad library that shows what commands should be defined before (or after) some other commands?
Many thanks