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BRIDGE DESIGN PROJECT Me 35a Fall 2008

B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

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Page 1: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

BRIDGE DESIGN PROJECTMe 35a

Fall 2008

Page 2: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

STEP – 1

The required file and the instruction sheet is uploaded on the course website

http://www.its.caltech.edu/~me35a Download the file and the instruction sheet. The instruction sheet has the information to

download and install the software. Once the software is install Using the software open the file

“me_35a_bridge_design.bdc” downloaded from the course website to load the required construction site to build the bridge

Page 3: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Load Existing Design

Page 4: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Load the file me_35a_bridge_design (downloaded from the course website)

Page 5: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

STEP 2

Once uploaded the construction site can be seen

Now step 2 is to place joints and members to build your bridge.

Page 6: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Given Construction Site

Design Tools

Page 7: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

GOAL OF THE PROJECT

At the above given construction site – build a truss bridge at the lowest possible cost.

The necessary instructions on the project can be found in the instruction sheet on the website

Working of the software and building a bridge is briefly explained in this file.

Page 8: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Select to draw a joint

Page 9: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

A joint is being placed by clicking here at the desired point

Page 10: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Select to draw a member

The joints that were created

Page 11: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Truss members drawn

Page 12: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Shows total construction cost – Objective is to minimize this

Page 13: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Shows status of bridge – If working – Green, If under construction – yellow, If the bridge fails when load is applied - Red

Page 14: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Apply the load on the bridge to check if it works

Page 15: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Red – Oops..!! OUR BRIDGE FAILED..!!

Red colour indicates the members that are failing – Now we need to modify the members

Page 16: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

STEP 3: MODIFYING THE MEMBER PROPERTIES

We can change the following properties of the member: Material of the member Diameter of the member Cross-section of the member – Hollow or Solid

cross-section

Page 17: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Material Properties of the material used – Shows the maximum tension and compression the member can withstand

Page 18: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Material of the Bar – Default is carbon steel. One can choose a superior material for higher strengths but it would be costly

Page 19: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

C/S of the Bar – Solid or Hollow. Hint – Use Hollow c/s for members under compression & Solid for members under tension

Page 20: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Diameter of the Bar

Page 21: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Increase diameter of the Bar

Decrease diameter of the Bar

Page 22: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Arrow tool to select elements

Selected Elements – Lets now change their parameters as we have seen earlier

Page 23: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Diameter of these members have been increased now

Page 24: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

STEP 4: CHECK BY LOADING THE BRIDGE

We have now changed some property of the member and we would like to check if the bridge is stable now

Lets apply the loading again as done earlier

Page 25: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Yahoo.. The members seem to be working well – they aren’t failing

Page 26: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Status is green – bridge is working fine – Excellent! Good job

Page 27: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

However the cost seems to be high still

Page 28: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

Check the load test report and see what you can change for each member

Page 29: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

STEP 5: CONTINUE THE ITERATE ON THE PROPERTIES OF ALL MEMBERS

Now continue to check if you can change the properties of each member and the bridge still being stable.

Do it on every member and see what is the lowest cost you can get up to

Page 30: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

SUBMISSION

Once you finish save the file as “Last_name(s).bdc” and mail to [email protected]

Further instructions for submission are in the instruction sheet that is available on the website

Page 31: B RIDGE D ESIGN P ROJECT Me 35a Fall 2008. STEP – 1 The required file and the instruction sheet is uploaded on the course website me35a

CRITICAL HINTS

“Load Test Report” tells you if the member is in compression or tension. If subjected to: Tension – Use Solid Bars Compression – Use Hollow Bars

Try to take advantage of symmetry. Many times taking 2 bars of same properties

can be cheaper than using two of much inferior but different properties