Tower Builder Module LC 1: Data Collection LC 2: MATLAB LC 3: SAP LC 4: Design Challenge Begins!...
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Transcript of Tower Builder Module LC 1: Data Collection LC 2: MATLAB LC 3: SAP LC 4: Design Challenge Begins!...
Tower Builder Module
LC 1:Data Collection
LC 2: MATLAB
LC 3:SAP
LC 4:Design Challenge Begins!SubassemblyBracingSAP
LC 6:Demonstration
LC 7:Presentations
LC 5:Optimization
Courtesy of Dr. Kerry Meyers
Today….
Project groups
Subassemblies (2 per group)
Discussion as a class of all of the subassemblies
Project GroupsForm project groups
Exchange contact info
Distribute kitsYou are responsible for the kit for the next 3 weeks
Assign LockersWrite down combination from student assistant
Group Deliverable….Work as a group
Project Team Group Work
The next few weeks will involve extensive group workWe expect you to contribute to your team’s
successThat means:
Including everyone in meetings and decisions Following through on your responsibilities Contributing appropriately
Too little – not good Too much – not good
Evaluating Individual Contributions
10% of you Tower Builder Project grade comes from Peer Evaluation1. Contributing to the team’s work
2. Interacting with teammates
3. Keeping the team on track
4. Expecting quality
5. Having relevant knowledge skills and abilities
Upon completion of this project Everyone will evaluate themselves and their peers
Subassemblies Divide your group in ½
Work on 2 computers Both sub-groups do both subassemblies to confirm
Download from Concourse / Open in SAP
Designs to study: Group 1: 1 & 2 Group 2: 1 & 2 Group 3: 3 & 4 Group 4: 3 & 4 Group 5: 5 & 6 Group 6: 5 & 6 Group 7: 5 & 6
Post results on board for everyone Class discussion at the end
BRACED FACEBRACED FACE INTERIOR BRACING
150 mm
150 mm
150 mm
F/2F/2
D General Constraints:• Limited to K’Nex pieces in your kit
• Maintain original dimensions of 150 mm x 150 mm in plan and 750 mm in height.
• The roof and floors (blue bars) cannot be modified
• Configure connectors so 9 pins snap into testing base
• You are only to brace in the direction of the applied loading
• Bracing on the exterior faces of the tower must be identical
• One plane of interior bracing can also be added to the centerline of the model
• If no bracing is allowed on a given floor, you can still add 2 vertical members to interior plane
Team 1
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
Background / Usage: Mixed usage.Urban setting with the first 2 floors designated as parking garage so no interior bracing on those floors. The top 3 floors are for a hotel, with the top most floor (floor 5) being the penthouse so no bracing of any kind on that floor. Floors 3 & 4 cannot have any exterior diagonals.
Parking
Parking
Hotel
Hotel
Penthouse of
Hotel
Limit State (under 4.5N load):5 mm
Note: No bracing on a floor still Allows the addition of the centerPlane vertical members http://farm4.static.flickr.com/3076/2764309768_e84db7fd77.jpg
Team 2 Background / Usage: Mixed usage.Located near a college campus, the first 3 floors are student apartments (any bracing scheme is permitted). The top 2 floors are high end loft style condominiums that require wide open spacing and unobstructed views (no bracing is permitted).
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
Apt.
Condo
Condo
Apt.
Apt.
Note: No bracing on a floor still Allows the addition of the centerPlane vertical members
Limit State (under 4.5N load):19 mm
http://newsinfo.nd.edu/assets/7534/eddy_street_release.jpg
Example: Eddy Street Commons – South Bend, IN
Team 3 Background / Usage: Mixed usage.Urban setting with the bottom floor being reserved for store front, the user of which has not been determined. In order to maximize flexibility no diagonal bracing is permitted on exterior of the first floor. The middle 3 floors are financial office suites, any bracing is permitted. Finally the top floor is for a Steakhouse, so no exterior bracing of any kind on that floor.
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
Office
Restaurant
Store Front
Office
Office
Limit State (under 4.5N load):7 mm
http://www.anaheimoc.org/client_upload/images/ruth_schrisdining.JPG
Team 4 Background / Usage: Mixed usage.The bottom 2 floors are being used by Dave & Busters, and will not allow any interior bracing. The top 3 floors are office space, with the CEO’s offices taking up the middle floor. In order to have flexibility for unobstructed views of the city, there is no exterior bracing permitted on the middle floor.
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
CEOOffice
Office
Office
Dave & Busters
Dave & Busters
Note: No bracing on a floor still Allows the addition of the centerPlane vertical members
Limit State (under 4.5N load):5 mm
www.twincitiesrestaurantblog.com/tcrb/images/
Team 5 Background / Usage: Mixed usage.The bottom 2 floors are for a theater – they have very few exterior windows so exterior bracing is permitted but no interior bracing. The hotel requires no exterior diagonal bracing (any other form is permitted)
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
Hotel
Hotel
Theater
Hotel
Theater
Limit State (under 4.5N load):10 mm
http://media.timeoutchicago.com/resizeImage/htdocs/export_images/161/161.feat.mock.wicked.V.jpg?
Team 6 Background / Usage: This building is for IKEA.The first floor does not allow any bracing so store front windows would be unobstructed and there are open areas for displays. Likewise, the top 4 floors are not permitted to have any interior diagonal bracing (any form of exterior bracing is permitted).
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
IKEAStore Front
IKEA
IKEA
IKEA
IKEA
http://www.e-clipsblog.co.uk/wp-content/ikea.jpg
Limit State (under 4.5N load):8 mm
Note: No bracing on a floor still Allows the addition of the centerPlane vertical members
Team 7
Floor 1
Floor 4
Floor 2
Floor 3
Floor 5
Background / Usage: This building is a hospital.All floors require minimum obstructions for easy maneuvering & observation, so no interior bracing is allowed.The first floor is for outpatients and is the location of the emergency room- this requires easy access, so no diagonal bracing is allowed on this floor. All other floors allow any exterior bracing scheme.
Limit State (under 4.5 N load):4 mm
Outpatient& ER
Hospital
Hospital
Hospital
Hospital
http://www.mc.uky.edu/OBG/Images/Tour/Campus/new_hospital1.JPG
Reminders Homework 3 Due next week in Learning Center
DeliverableGROUP AssignmentPlease Type (1 pager is fine)
The design challenge has been given – you have two weeks to complete your design!No physical testingProject Document is posted in Concourse (bottom)
Ask questions as you go…
Section 5Team 1 Team 2 Team 3 Team 4 Team 5 Team 6 Team 7
Choy, CherryO'Brien, Michael P.
Zeng, Jianchun
Kulb, David L.
Leong, Mark E.
Steurer, Shawn M.
Spinelli, Edward J.
Clary, Matthew C.
Oloriz, Alex S.
Tinsley, Kayla C.
Paape, William R.
Warchol, Shannon E.
Hames, Ryan M.
Stachler, Elyse N.
Lynch, Ryan C.
Scott, Timothy G.
Bolivar, Daniel A.
Sigman, Steven M.
Estes, Richard M.
Bowlds, Patrick F.
Solorio, Mark D.
McAndrews, Ryan P.
Yurkovich, James T.
Ritter, Katherine A.
Stauder, Zachary J.
Fisher, Erin E.
Rumpza, Joseph M.
Wisniewski, David A.
McShane, Sarah E.
Gaston, Joshua D.