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
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
Thank you sir.
Problem is solved
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