1. PHYSICS 1401 JEFFERY DING ALAN JONES
FINAL PROJECT
PHYSICS 1401
JEFFERY DING
ALAN JONES

2. TRUSSES TRUSSES ARE USED IN NUMEROUS MANNERS. BRIDGE TRUSSES
ROOF TRUSSES
CONVEYOR FRAME TRUSSES
CRANE BOOM TRUSSES

3. COMMON TYPES OF TRUSSES
TRUSSES WERE COMMONLY NAMED AFTER THE PERSON WHO DEVELOPED THEM
EXAMPLES ARE AS FOLLOWS
King Post
Warren
Howe
English
Pratt
Fink
Parker

4. KING POST

5. WARREN

6. HOWE

7. ENGLISH

8. PRATT

9. FINK

10. PARKER

11. COMMON TYPES OF TRUSSES
SOME WERE NAMED AFTER THE SHAPE OR CITY IN WHICH THEY WERE FIRST USED
Bowstring
Baltimore
Pettit

12. BOWSTRING

13. BALTIMORE

14. PETTIT

15. TRUSSES Trusses act as long ,deep girders with the cutout webs.
Roof trusses not only carry their own weight and the weight of the roof framing but also wind loads, snow loads, suspended ceilings and equipment, and a live load during construction and maintenance, and repair.

16. TRUSSES
Bridge trusses have to support their own weight and that of deck framing and deck live loads from traffic (automobiles, trucks, railroad trains, pedestrians, etc.) and forces caused by live loads.

17. TRUSSES
Other uses of trusses are for conveyor frames in the material handling systems. Conveyors are uses to transport material, without the use of mobile equipment. Trusses in the material handling can reach spans in excess of 100 feet.
Crane Booms are constructed of trusses, in order to give them the ability to lift large amounts of weight with smaller lighter steel members.

18. EXPERIMENTAL TRUSS Basic Shape and Construction
Truss was constructed from Popsicle sticks
Truss configuration was a three section Warren truss.
Basic bridge dimensions are 13.5 inches long, 3.5 inches tall, and 2 inches wide.

19. TRUSS DRAWING 3 2 1 9 11 4 8 10 7 5 6

20. TRUSS DRAWING

21. TRUSS DRAWING

22. TRUSS DRAWING

23. TRUSS DRAWING

24. Predicted Weakness/Strength
The quality of the wood used in the Popsicle stick may very greatly and therefore lead to the failure of a member prematurely.
The glue used at the connections may not be of equal amounts at each point, this would cause one joint to fail prior to the wood member failing.
The Warren truss, although simple in design, is one of the more common trusses used in the construction industry to span a distance with the use of smaller members.

25. THEORETICAL STRENGTH
Material of Construction Popsicle Stick Cross-Sectional Area (3/8 inch x 1/16 inch) Square Inches
Ultimate Shear Strength in psi for white pine is 860 psi
Shear Force= 860psi/ sq in

26. THEORETICAL STRENGTH Shear Force= 20.16 lbs per side
Two sides under common load=Total load of 20.16lbs.times 2= lbs.
Maximum Load= lbs.

27. DESIGN LOADS/SIDE 20.1 LBS 7.07 LBS 7.07 LBS 14.2 LBS 14.2 LBS

28. TEST BREAKS TEST MEMBER POUNDS MISSING None Missing 40.0 lbs.
lbs error in testing due to string stretching

29. TEST BREAKS TEST MEMBER POUNDS MISSING 11 26.4 lbs. 2 20.0 lbs.

30. TRUSS TEST
40 LBS 3 2 1 8 9 11 4 10 7 6 5
NO MEMBERS MISSING

31. TRUSS TEST
15.6 LBS 3 2 1 8 9 11 4 10 7 6 5
MEMBER THREE MISSING

32. TRUSS TEST
19.0 LBS. 3 2 1 9 11 4 8 10 6 5 7
MEMBER SIX MISSING

33. TRUSS TEST
32.0 LBS 3 2 1 9 11 4 8 10 7 6 5
MEMBER TEN MISSING

34. TRUSS TEST
26.6 LBS 3 2 1 9 11 4 8 10 7 6 5
MEMBER FOUR MISSING

35. TRUSS TEST
36.2 LBS. 3 2 1 9 11 4 8 10 7 6 5
MEMBER SEVEN MISSING

36. TRUSS TEST 40 LBS. 3 2 1 9 11 4 8 10 7 6 5 MEMBER EIGHT MISSING
TESTING ERROR

37. TRUSS TEST
26.4 LBS 3 2 1 9 11 4 8 10 7 6 5
MEMBER ELEVEN MISSING

38. TRUSS TEST
20.0 LBS 3 2 1 8 9 11 4 10 7 6 5
MEMBER TWO MISSING

39. TRUSS TEST
25.8 LBS 3 2 1 9 11 4 8 10 7 6 5
MEMBER NINE MISSING

40. TEST RESULTS
Number 3 missing, the horizontal force that number three should have had resulted in to much force at the connection on members 10, 11, 6, and 5 thereby causing failure.
Number 6 missing caused the bridge to rotate around the load point causing failure.

41. TEST REUSLTS
Number 10 missing, the bridge could withstand more load since the force was transferred to member 9 until it became overloaded and failure occurred
Number 4 missing, the load was carried by the majority of the truss until the bending of member 5 failed.

42. TEST RESULTS
Number 7 missing, the truss could withstand the greater load until the connection at members 1, 8, and 2 failed.
Number 8 missing, test procedure error occurred on this test but the results would be approximately the same as if member 11 was missing.

43. TEST RESULTS
Number 11 missing, the loading of the bridge had reached its maximum point at which failure occurred at member 5 due to shear forces.
Number 2 missing, the results would be the same a number 3 missing but due to the difference in the wood quality and amount of glue applied at the joints the resultants loads were slightly different.

44. TEST RESULTS
Number 9 missing, this test would have the same results as if member 10 was missing, but due to the different quality of wood and the amount of glue used in the connections, the final result of maximum loads were different.

45. CONCLUSION
The full truss tested very close to the theoretical value 40 lbs vs lbs.
Removing a single member greatly reduced the amount weight that the bridge could hold.
The fact that the unit was a truss allowed for a value of greater than lbs when a single member was missing.
Some of the failures occurred because of the inconsistency of the type of wood product.

46. CONCLUSION
It is very important to make sure that the same amount of glue is used at each connection point.