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DLSU-CES BRIDGE   Building Contest   SY 2009-2010 Technical Guidelines
Truss Bridge Competition
Bridge Specifications ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
TRUSS Bridge Specs Weight, W ≤ 1.50 kg H+D  ≤150mm Length, L ≤ 770 mm Height H ≤ 100 mm Span Length, between UTM supports S = 560 mm UTM Support Provide a 60 mm minimum flat bearing surface  at the supported points  (see sample bridges) Bridge Deck Width B  ≤  140 mm Top of UTM Depth D ≤ 50 mm
Sample Bridge Design A H L S D
Sample Bridge Design A H+D  ≤ 150  mm
Sample Bridge Design B H L S D
Sample Bridge Design B H+D  ≤ 15 0 mm D  ≤ 50 mm H  ≤ 100 mm
Other Requirements ,[object Object],[object Object],[object Object]
Materials and Construction ,[object Object],[object Object],[object Object],[object Object],[object Object]
Sample Bridge L = 700 mm, H = 200 mm, B = 130 mm,  W = 1.26 kg
Pre-Qualification Screening ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Weight , W <= 1500 g
Bridge Design Category (One Winner) ,[object Object],[object Object],[object Object],[object Object],[object Object]
Best Bridge Design Winnner: 2008-2009 (DHVCAT)
Bridge Testing ,[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Strength Design Category (Top 3 Winners) P 
Bridge Testing Testing Results P = 30 kg,    = 5 mm, W = 1.26 kg S = 30 x 1000/(5 x 1.26) = 4761.90 (kg/m)/kg
 
 
TOP 4  STRENGTH CATEGORY 5 th  Bridge Building Contest 2008-2009
W=0.492 kg, P=27 kg, D=8.7 mm, S=6308
W=0.541 kg, P=25 kg, D=8.6 mm, S=5375
W=1.205 kg, P=65 kg, D=13.4 mm, S=4025
Popsicle Stick Bridge Building ,[object Object]
TIP 1 : if you want to efficiently use the strength of popsicle sticks, design your bridge such that  tensile forces  not compressive forces are developed in most of the members.  “ Popsicle sticks are stronger in tension than compression because of buckling.”
You can analyze the truss using  A structural analysis software.
TIP 2 : If you want to increase the capacity of the members against buckling, then provide braces.
Before Loading After Loading: No Horizontal Braces at the top. Buckling occurred.
TIP 3 : A deep hollow box girder is relatively light and has a larger flexural capacity.
TIP 4 : Don’t make your bridge to heavy!
 
 
 
tHank yOu! Happy Bridge Building!

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