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SEMESTER PROJECT REPORT
BRIDGE DESIGN
Section#C
Group#03
Muaz Ali 15-ME-079
Muhammad Abdullah Khalid 15-ME-075
Muhammad Usama 15-ME-071
Ammar Malik 15-ME-067
Ali 15-ME-063
Objective:
Design a truss bridge using wooden sticks
(ice cream sticks) satisfied the shared
constraints.
Material:
• Ice cream sticks.
Length = 11cm
Breadth = 1.2cm
Thickness = 0.2cm
• Germen glue.
• Cutter.
• Scale.
• Marker.
Introduction:
An engineering structure is any connected
system of members built to support or
transfer forces and to safely withstand the
loads applied to it.
Bridge:
A bridge is a structure built to span physical
obstacles without closing the way underneath
such as a body of water, valley, or road, for the
purpose of providing passage over the obstacle.
As we know there are different types of bridges,
Bonhill and Whipple arc are one of them. These
designs are very similar to arch design which is
known for its strength. There are many different
variations of arch bridges, including: deck and
tied. Arch bridges are very common over
mountain valleys and steep gorges. Our selected
bridge design is very similar to both of these
designs.
Bonhill bridge: Whipple arc bridge:
Selected Design and Structure:
The design selected for the project bridge
is combination of Bonhill and Whipple Arc
Bridge. It is similar to arch design which is
mostly known for its strength. We use
bonhill trusses in our bridge.
Table and Force Calculations:
The following calculations are based by
assuming mass attached to the center of the
bridge and the bridge is supported by roller
connection under the gravity of 9.8
𝑚
𝑠𝑒𝑐2. The
weight is considered to be hanging in exact
center of the bridge.
The total Length of bridge is 61 cm, height is
14 cm and width is 11 cm.
Truss Member Force (newton N) Force Type
1) AH 74 Compression
2) AB 201 Compression
3) BI 129 Compression
4) BC 194 Compression
5) CD 186.7 Tension
6) CJ 55.09 Compression
7) DK 148 Compression
8) DE 186.7 Tension
9) EF 194 Compression
10) EL 55.09 Compression
11) FM 129 Compression
12) GN 74 Compression
Video
Just for information
Thank You

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BRIDGE DESIGN

  • 2. Section#C Group#03 Muaz Ali 15-ME-079 Muhammad Abdullah Khalid 15-ME-075 Muhammad Usama 15-ME-071 Ammar Malik 15-ME-067 Ali 15-ME-063
  • 3. Objective: Design a truss bridge using wooden sticks (ice cream sticks) satisfied the shared constraints.
  • 4. Material: • Ice cream sticks. Length = 11cm Breadth = 1.2cm Thickness = 0.2cm • Germen glue. • Cutter. • Scale. • Marker.
  • 5.
  • 6. Introduction: An engineering structure is any connected system of members built to support or transfer forces and to safely withstand the loads applied to it.
  • 7. Bridge: A bridge is a structure built to span physical obstacles without closing the way underneath such as a body of water, valley, or road, for the purpose of providing passage over the obstacle. As we know there are different types of bridges, Bonhill and Whipple arc are one of them. These designs are very similar to arch design which is known for its strength. There are many different variations of arch bridges, including: deck and tied. Arch bridges are very common over mountain valleys and steep gorges. Our selected bridge design is very similar to both of these designs.
  • 9. Selected Design and Structure: The design selected for the project bridge is combination of Bonhill and Whipple Arc Bridge. It is similar to arch design which is mostly known for its strength. We use bonhill trusses in our bridge.
  • 10.
  • 11.
  • 12. Table and Force Calculations: The following calculations are based by assuming mass attached to the center of the bridge and the bridge is supported by roller connection under the gravity of 9.8 𝑚 𝑠𝑒𝑐2. The weight is considered to be hanging in exact center of the bridge. The total Length of bridge is 61 cm, height is 14 cm and width is 11 cm.
  • 13. Truss Member Force (newton N) Force Type 1) AH 74 Compression 2) AB 201 Compression 3) BI 129 Compression 4) BC 194 Compression 5) CD 186.7 Tension 6) CJ 55.09 Compression 7) DK 148 Compression 8) DE 186.7 Tension 9) EF 194 Compression 10) EL 55.09 Compression 11) FM 129 Compression 12) GN 74 Compression
  • 15.