1. STAAD SPACE PROBLEM 4-9/4-10 2. UNIT KNS METER DGREES 3. INPUT WIDTH 79 4. OUTPUT WIDTH 72 5. SET ECHO ON 6. * ------------------- JOINT COORDINATES ------------------- 7. JOINT COORDINATES 8. 1 0.000 0.000 0.000 9. 2 0.25 0.000 0.000 10. 3 0.75 0.000 0.000 11. 4 1. 0.000 0.000 12. * 13. * ------------------- MEMBER INCIDENCES ------------------- 14. MEMBER INCIDENCES 15. 1 1 2 16. 2 2 3 17. 3 3 4 18. * 19. MEMBER PROPERTIES 20. 1 3 PRIS AX 0.0019635 AY 1. AZ 1. IX 10. IY 10. IZ 10. 21. 2 PRIS AX 0.0003141 AY 1. AZ 1. IX 10. IY 10. IZ 10. 22. * 23. SUPPORT 24. 1 FIXED 25. 4 FIXED 26. * 27. UNITS KNS MM 28. CONSTANTS 29. E 200. 1 3 30. E 101. 2 31. DENSITY STEEL ALL 32. * 33. LOADING 1 34. JOINT LOADS 35. 2 FX -150. 36. 3 FX 200. 37. * 38. PERFORM ANALYSIS 39. UNITS KNS METERS 40. INPUT WIDTH 79 41. * 42. PRINT REACTIONS 43. PRINT FORCES 44. PRINT DISPLACEMENTS 45. FINISH
Results:
Reaction at Joint 1 : FX = 136.92 KN Reaction at Joint 4 : FX = -186.92 KN Displacement at Joint 2 : DX = -0.0087 cm Displacement at Joint 3 : DX = 0.0119 cm