BEAM DIAGRAMS AND FORMULAS
	Nomenclature
	Frequently used formulas
	1. SIMPLE BEAM-UNIFORMLY DISTRIBUTED LOAD 2. SIMPLE BEAM-LOAD INCREASING UNIFORMLY TO ONE END 3. SIMPLE BEAM-LOAD INCREASING UNIFORMLY TO CENTER 4. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED 5. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT ONE END 6. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT EACH END 7. SIMPLE BEAM-CONCENTRATED LOAD AT CENTER 8. SIMPLE BEAM-CONCENTRATED LOAD AT ANY POINT 9. SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADS SYMMETRICALLY PLACED 10. SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADS UNSYMMETRICALLY PLACED 11. SIMPLE BEAM-TWO UNEQUAL CONCENTRATED LOADS UNSYMMETRICALLY PLACED 12. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-UNIFORMLY DISTRIBUTED LOAD 13. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT CENTER 14. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT ANY POINT 15. BEAM FIXED AT BOTH ENDS-UNIFORMLY DISTRIBUTED LOADS 16. BEAM FIXED AT BOTH ENDS-CONCENTRATED LOAD AT CENTER 17. BEAM FIXED AT BOTH ENDS-CONCENTRATED LOAD AT ANY POINT 18. CANTILEVER BEAM-LOAD INCREASING UNIFORMLY TO FIXED END 19. CANTILEVER BEAM-UNIFORMLY DISTRIBUTED LOAD 20. BEAM FIXED AT ONE END, FREE TO DEFLECT VERTICALLY BUT NOT ROTATE AT OTHER-UNIFORMLY DISTRIBUTED LOAD 21. CANTILEVER BEAM-CONCENTRATED LOAD AT ANY POINT 22. CANTILEVER BEAM-CONCENTRATED LOAD AT FREE END 23.       BEAM FIXED AT ONE END, FREE TO DEFLECT VERTICALLY BUT NOT ROTATE AT OTHER-CONCENTRATED LOAD AT DEFLECTED END 24. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD 25. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD ON OVERHANG 26. BEAM OVERHANGING ONE SUPPORT-CONCENTRATED LOAD AT END OF OVERHANG 27. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD BETWEEN SUPPORTS 28. BEAM OVERHANGING ONE SUPPORT-CONCENTRATED LOAD AT ANY POINT BETWEEN SUPPORTS 29. CONTINUOUS BEAM-TWO EQUAL SPANS-UNIFORM LOAD ON ONE SPAN 30. CONTINUOUS BEAM-TWO EQUAL SPANS-CONCENTRATED LOAD AT CENTER OF ONE SPAN 31. CONTINUOUS BEAM-TWO EQUAL SPANS-CONCENTRATED LOAD AT ANY POINT 32. BEAM-UNIFORMLY DISTRIBUTED LOAD AND VARIABLE END MOMENTS 33. BEAM-CONCENTRATED LOAD AT CENTER AND VARIABLE END MOMENTS 34. CONTINUOUS BEAM-THREE EQUAL SPANS-ONE END SPAN UNLOADED 35. CONTINUOUS BEAM-THREE EQUAL SPANS-END SPANS LOADED 36. CONTINUOUS BEAM-THREE EQUAL SPANS-ALL SPANS LOADED 37. CONTINUOUS BEAM-FOUR EQUAL SPANS-THIRD SPAN UNLOADED 38. CONTINUOUS BEAM-FOUR EQUAL SPANS-LOAD FIRST AND THIRD SPANS 39. CONTINUOUS BEAM-FOUR EQUAL SPANS-ALL SPANS LOADED
	Coefficient for Moment and Reaction of Continuous Beam with Uniformly Distributed Loads (หน้าที่ 1 ,หน้าที่ 2 ,หน้าที่ 3)
	Fixed End Moments (For use in analysis by "Moment Distribution")
	Fixed End Moments (Constant properties)
	Fixed End Moments (Constant properties with support deflection)
	ตาราง ค่าอินติเกรตของ M.dx