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<br />PAGE NO. 1 <br /> <br />************************************************** <br />* * <br />* S T A A D - III * <br />* Revision 20.2 * <br />* Proprietary Program of * <br />* Research Engineers, Inc. * <br />* Date= SEP 6, 1996 * <br />* Time= 13:23: 1 * <br />* * <br />* USER ID: SHEFFIELD & SCHORN LTD * <br />************************************************** <br /> <br />1. STAAD PLANE 4212S3W6-SEP/06/96 <br />2. * <<<<< DRAGON JEWEL INC >>>>> <br />3. * <br />4. * <br />5. * BUILDING 42-12 WITH 10" BASE, 20" DP TRUSS <br />6. * <br />7. * DESIGN CODE 1994 STANDARD BLDG CODE <br />8. * <br />9. * DESIGN LOADING: ROOF LL = 30 PSF <br />10. * WIND = 28 PSF <br />11. * DEAD LOAD 5 PSF <br />12. * SEISMIC ZONE AV .05 <br />13. * AA = .05 <br />14. * <br />15. * TRUSS SPACING 12 FT. C/C <br />16. * <br />17. * <br />18. * <br />19. UNIT FT KIP <br />20. OUTPUT WIDTH 72 <br />21. PAGE EJECT <br />22. JOINT COORDINATES <br />23. 1 0.083 0.5 <br />24. 2 0.083 1.5 0.0 6 0.083 9.5 0.0 <br />25. 7 0.083 11.421 <br />26. 8 1.8 12.021 0.0 17 18.876 17.714 0.0 <br />27. 18 20.75 18.338 <br />28. 19 22.624 17.714 0.0 28 39.7 12.021 0.0 <br />29. 29 41.417 11.421 <br />30. 30 41.417 9.5 0.0 34 41.417 1.5 0.0 <br />31. 35 41.417 0.5 <br />32. 37 0.938 2.349 0.0 40 1.423 8.33 <br />33. 41 1.584 10.323 <br />34. 42 3.651 11.038 0.0 50 18.83 16.099 0.0 <br />35. 51 20.75 16.739 <br />36. 52 22.67 16.099 0.0 60 37.849 11.038 0.0 <br />37. 61 39.916 10.323 <br />38. 62 40.077 8.33 0.0 65 40.562 2.349 0.0 <br />39. 36 .790 .5; 66 40.71 .5; 67 .083 0; 68 .416 0; 69 .75 0 <br />40. 70 .416 .5; 71 40.75 0; 72 41.084 0; 73 41.417 0; 74 41.084 .5 <br />41. MEMBER INCI <br />4212S3W6-SEP/06/96 DUMU -- PAGE NO. 2 <br /> <br />42. <br />43. <br />44. <br />45. <br />46. <br />47. <br />48. <br />49. <br />50. <br />51. <br />52. <br />53. <br />54. <br />55. <br />56. <br />57. <br />58. <br />59. <br />60. <br />61. <br />62. <br />63. <br />64. <br />65. <br />66. <br />67. <br />68. <br />69. <br />70. <br />71. <br />72. <br />73. <br />74. <br />75. <br />76. <br />77. <br />78. <br />79. <br />80. <br />81. <br />82. <br />83. <br />84. <br />85. <br />86. <br />87. <br />88. <br />89. <br />90. <br />91. <br /> <br /><<<<< DRAGON JEWEL I <br />1 1 2 34; 35 36 37 64; 65 2 37 69; 70 2 36 85; 86 8 41 106 <br />107 19 51 122; 123 30 61 127 <br />ELEMENT INCI <br />128 1 67 68 70; 129 70 68 69 36; 130 66 71 72 74; 131 74 72 73 35 <br />MEMB TRUSS <br />65 TO 127 <br />UNIT INCH <br />START USER TABLE <br />TABLE 1 DRODS <br />TABLE 2 DANGLES <br />END <br />MEMBER PROPERTIES <br />1 TO 64 UPT 2 LD L25254 <br />65 TO 127 UPT 1 ROD 3/4" <br />ELEMENT PROPERTIES <br />128 TO 131 TH .5 <br />CONSTANTS <br />E 29000.0 ALL <br />BETA 180 MEMB 35 TO 64 <br />SUPPORT <br />68 72 PINNED <br />UNIT FT <br />* <br />*===== BASIC LOAD CASES <br />* <br /> <br />LOADING 1 <br />JOINT LOAD <br />7 TO 29 FY <br />LOADING 2 <br />JOINT LOAD <br />7 TO 29 FY <br />LOADING 3 <br />JOINT LOAD <br />19 TO 29 FY <br />LOADING 4 <br />MEMBER LOAD <br />1 TO 6 UNI GX <br />7 TO 17 UNI Y <br />18 TO 28 UNI Y <br />29 TO 34 UNI GX <br />LOADING 5 <br />MEMBER LOAD <br />1 TO 6 UNI GX <br />7 TO 17 UNI Y <br />18 TO 28 UNI Y <br />29 TO 34 UNI GX <br />LOADING 6 <br />JOINT LOAD <br />7 FX .176 <br />* <br /> <br />DL <br /> <br />-.12 <br /> <br />LL (3D PSF) <br /> <br />-.72 <br /> <br />ASYMM. LL <br /> <br />-1. 08 <br /> <br />WIND"A" (28 PSF) <br /> <br />.235 <br />.471 <br />.336 <br />.319 <br /> <br />WIND"B" <br /> <br />.370 <br />.336 <br />.202 <br />.185 <br /> <br />SEISMIC (FROM LEFT) <br /> <br />~ <br /> <br />,,~ <br />./-2 <br />~ <br /> <br />