Assigned Projects

project team
size
teams from
different sections
duration building
codes
cost
estimate
computer
model
physical
model
variables per team
(to cut down on sharing of information)
1 building codes and materials 2 or 3 no 2 weeks yes no no no location, materials
2 building models 2 or 3 no 2 weeks no yes yes yes chosen storage building
3 load analysis 5 or 6 yes 3 weeks yes no no no chosen storage building
  peer evaluations                
4 deflection analysis 5 or 6 yes 3 weeks yes no yes no chosen storage building
5 building design 5 or 6 yes 4 weeks yes yes no yes assigned building
  peer evaluations and project reviews     1 week          

 

Example Projects

project customer
needs
concept
drawings
layout
drawings
computer
model
physical
model
construction
photos
cost materials
list
shed X X X     X X X
playset X X X     X X X
workshop X X X X X X X  
church 1 X X X X        
church 2 X X     X      
church 3   X     X X    
church 4 X X       X X  

 

 

Alternative Projects

 
project notes new labs
  • major doesn't matter with these projects -- common to everyone
  • common wiki for listing helpful resources
  • combined wiki
    • combine other sections into my account
    • add a column for section
      • Rolla A
      • Rolla B
      • Springfield
    • wikis and projects scores in mine
    • exam/hw scores in original accounts
    • put group assignments into GradeCenter
    • BB Test/Survey for peer review
      • each person evaluates 3 teams other than their own
  • wood
    • (most?) common building material
    • cheap
    • locally available in small quantities
    • easy to cut, drill, fasten
    • concrete and steel classes come next
    • complex behavior
      • different tension and compression behavior
      • orthotropic
      • grain angle
      • knots, etc
  • can these be run at the same time as 110?  do it during morning lecture time?  run Jerry and I's students at the same time?
  • efficient connection contest
    • provide 2x4s pre-cut with 45-degree angle on both ends
    • show example connection loaded in testing machine
    • explain that the cut ends must be in line in order to sit correctly in testing machine
    • decide how to efficiently connect them
    • rank designs by maximum force / cost
    • if a box of nails is purchased, only include the pro-rated cost for the nails used in the connection
  • beam-load contest
    • use 4469 and 4485 simultaneously
    • predict max load
    • they buy their own board
    • give them the max. allowable span ... or give a fixed span
    • give max size of beam
    • can be placed on edge or flat?
    • give diameter of rollers
    • 3-point
  • beam-deflection contest
    • predict deflection for a specified load and span
    • use beam table with dead weights, dial gages
    • beam must not break
  • wood tension in 4485
  • wood compression from ide 120
    • see if stud can support estimated compressive loads
  • check bearing between stud and floor, plywood, etc
  • Janka
  • fastener withdrawal
  • moisture content
  • compare concrete, wood, steel -- does another lab already do this?
  • plywood, 2x4 attachment with nails
  • frame shear, pulley with dead weights, dial gage (set max defl =failure)
    • no strengthening, just nails
    • plywood face
    • simpson brackets
    • plywood gussets
    • build wood frame to attach frame specimens to

project resources