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Design Project #1 Design Project #1

Design Project #1 - PowerPoint Presentation

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Design Project #1 - PPT Presentation

Replacement of Vehicle Bridge over Spring Creek Centre County PA Introduction to Engineering Design EDGSN 100 Section 001 Team Money Team Team 5 Adam Granito Michael Barychewsky Ryan King ID: 414126

efficiency bridge phase warren bridge efficiency warren phase design designer economic steel creek spring vehicle destroyed event technical approach

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Slide1

Design Project #1

Replacement of Vehicle Bridge over Spring Creek

Centre County, PAIntroduction to Engineering DesignEDGSN 100 Section 001Team Money TeamTeam 5Adam GranitoMichael BarychewskyRyan KingJacob McCann

Presented to:

Prof. Berezniak

Fall 2015Slide2

Statement of ProblemProblem: -Local flooding from a recent 100-year flood event has completely destroyed a structurally deficient vehicle bridge

-location: Spring Creek along Puddintown Road in College Township, Centre County, PA. (to Medical Center)

2Slide3

Objective- (PennDOT) Engineering District 2-0 has initiated an emergency, fast-track project to expedite the design a new vehicle bridge over Spring Creek to replace the bridge destroyed by the recent extreme flood event.

3Slide4

Design CriteriaStandard abutments

No piers (one span)Deck materialNo cable anchorages

Load sizeBridge elevationDeck spanBoth Warren and Howe4Slide5

Technical Approach Phase 1: Economic EfficiencyIn Bridge Designer:Tubes used:

-Carbon Hollow Steel-High-Stength Low-Alloy Steel-Quenched and tempered Steel Hollow

Size of Tubes:-Varied depending on forceBenefits of using same type & size5Slide6

Technical Approach Phase 2: Structural EfficiencyIn Bridge Designer:

-Certain metals used depending on Compression Force or Tension Force

6On the Model Bridges:-Popsicle Stick beams used to reinforce key beams-Slide7

Results Phase 1: Economic EfficiencyBridge Designer:

Howe Bridge: $257,705.35Warren Bridge: $232,745.32

7Slide8

Results Phase 2: Structural EfficiencyMass of Bridges:

Warren: 0.188 lbsHowe: 0.173lbs

Load at Failure:Warren: 60.8lbsHowe: 50.8lbsStructural Efficiency:Warren: 323.4lbsHowe:293.6lbs 8Slide9

Best Solution-Allow MUCH more time to dry (2 weeks versus 2 days)-Stronger Joints

(more time to cure as well s better construction)

9Slide10

ConclusionsEconomic performance: WarrenStructural performance: WarrenIdeal bridge to build: Warren

10Slide11

RecommendationsBased on our bridges’ failure:Struts are sturdily attached

Members are aligned symmetricallyBridge stands up straight

11