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BUILDING STRUCTURES PROJECT 1 FETTU...
by Patricia Kong
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![BUILDING STRUCTURES
[ARC 2213]
FETTUCCINE TRUSS
BRIDGE ANALYSIS
REPORT
CHOO AI LIN
0 3 1 7 2 5 3
ELAIN E BON G
0 3 1 0 4 3...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-1-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
TA B L E O F C O N T E N T S
1 I N T R O D U C T I O N
2 M E T H O D L O G Y
2 . 1 P R E ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-2-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 01
1 I N T R O D U C T I O N
This project aims to develop our understanding of tensile an...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-3-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
2 M E T H O D O L O G Y
2.1 PRECEDENT STUDY
By looking through precedent studies to have ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-4-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 03
2 M E T H O D O L O G Y
PHASE 04 : MODEL TESTING
Finished models are being tested afte...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-5-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
3 P R E C E D E N T S T U D Y
The Heshbon Bridge, located at Indiana, Pennsylvania state ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-6-2048.jpg?cb=1668455878)
![3 P R E C E D E N T S T U D Y
BUILDING STRUCTURES [ ARC 2213 ]
The 1941, skewed, 158ft long, riveted Parker truss bridge i...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-8-2048.jpg?cb=1668455878)
![3 P R E C E D E N T S T U D Y
Vertical member detail End Post
BUILDING STRUCTURES [ ARC 2213 ]
Railing detailRailing
Abutm...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-9-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 08
4 A N A LY S I S
4 . 1 S T R E N G T H O F M A T E R I A L
WEIGHT
With the requirement...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-10-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
4 A N A LY S I S
4 . 1 S T R E N G T H O F M A T E R I A L
ORIENTATION
Horizontal members...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-11-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
4 A N A LY S I S
4 . 2 A D H E S I V E A N A L Y S I S
Type of Adhesive Advantages Disadv...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-12-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
5 M O D E L M A K I N G
5 . 1 M E T H O D O F C O N S T R U C T I O N
02. We started off ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-13-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 12
5 M O D E L M A K I N G
7. The middle piece of the
horizontal truss is reinforced as i...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-14-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
5 M O D E L M A K I N G
5 . 2 J O I N T
PLAIN BUTT JOINT
1. Two fettuccine
doubled-layer ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-15-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 14
6 T E S T I N G
6 . 1 F I R S T B R I D G E
For our first bridge we used the
precedent...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-16-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
6 T E S T I N G
6 . 1 F I R S T B R I D G E
Length:
Width:
Height:
Weight:
Max. Load
Effi...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-17-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
6 T E S T I N G
6 . 2 S E C O N D B R I D G E
The second bridge also
followed the design ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-18-2048.jpg?cb=1668455878)
![209MM
900MM
90MM
L
O
A
D
Compression
Tension
FAILURE
Two layers
Four layers
One layer
BUILDING STRUCTURES [ ARC 2213 ]
6 T...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-19-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ]
6 T E S T I N G
6 . 3 T H I R D B R I D G E
besides increasing stability, we also reduced...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-20-2048.jpg?cb=1668455878)
![Two layers
Four layers
One layer
BUILDING STRUCTURES [ ARC 2213 ]
6 T E S T I N G
6 . 3 T H I R D B R I D G E
L
O
A
D
Comp...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-21-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 20
6 T E S T I N G
6 . 4 F I N A L B R I D G E
were broken. We decided to rearrange our h...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-22-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 21
6 T E S T I N G
6 . 4 F I N A L B R I D G E
L
O
A
D
Compression
Tension
178MM
908MM
90...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-23-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 22
6 T E S T I N G
6 . 4 F I N A L B R I D G E
MODEL TESTING
Weight: ~ 500g Weight: ~ 100...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-24-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 23
6 T E S T I N G
6 . 4 F I N A L B R I D G E
Weight: ~ 3500g Weight: ~ 4000g
Weight: ~ ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-25-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 24
7 D E S I G N M O D I F I C AT I O N
7 . 1 F A I L U R E R E A S O N I N G
Reason 01:
...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-26-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 25
7 D E S I G N M O D I F I C AT I O N
7 . 2 S O L U T I O N
Solution 01:
Using masking ...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-27-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 26
8 C O N C L U S I O N
From this assignment we were able to have a better grasp of unde...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-28-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 27
9 A P P E N D I X
As for our individual part, we were assigned to further analyse tota...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-29-2048.jpg?cb=1668455878)
![BUILDING STRUCTURES [ ARC 2213 ] 28
1 0 R E F E R E N C E S
Historic Bridges.org.(2012,January 11)..Retrived September
20,...](https://image.slidesharecdn.com/bridgereport-141220121618-conversion-gate02/75/Bridge-report-30-2048.jpg?cb=1668455878)