Lab #6 Report due TODAY

35
Lab #6 Report due TODAY Individual Data Processing and Individual Write Up Lab #6 Report is due TODAY by midnight Answer Multiple Choice Questions ONLINE TODAY Answer Student Survey ONLINE TODAY Submit the Lab Report #6 in the drawer labeled “Strength of Materials I Lab” beneath M. E. Mail Folders

description

Lab #6 Report due TODAY. Individual Data Processing and Individual Write Up Lab #6 Report is due TODAY by midnight Answer Multiple Choice Questions ONLINE TODAY Answer Student Survey ONLINE TODAY - PowerPoint PPT Presentation

Transcript of Lab #6 Report due TODAY

Page 1: Lab  #6  Report due TODAY

Lab #6 Report due TODAY Individual Data Processing and

Individual Write Up Lab #6 Report is due TODAY by

midnight Answer Multiple Choice Questions

ONLINE TODAY Answer Student Survey ONLINE TODAY Submit the Lab Report #6 in the drawer

labeled “Strength of Materials I Lab” beneath M. E. Mail Folders

Page 2: Lab  #6  Report due TODAY

Lab #6 Report due Today Cover Page + Abstract Data Sheet Spreadsheet including Material

Properties Plot #1: Elastic Modulus Plot #2: Poisson’s Ratio Plot #3: Axial Strains Plot #4: Transverse Strains Plot #5: Shear Strains Comments and Conclusions

Page 3: Lab  #6  Report due TODAY

Lab #7 Due Dates Lab #7 Multiple Choice Questions by

midnight Saturday (05/03/14) Lab #7 Answers will be posted by 11am

on Sunday (05/04/14) Final Quiz next week will have 20

questions selected from Lab #1 #7 Lab Report #7 and Student Survey will

be due next on the class day

Page 4: Lab  #6  Report due TODAY

Deflection of a Cantilevered Beam

Measure deflection of a cantilevered beam due to a Point Load at different distances from the fixed support

Determine the elastic modulus of the beam material, and compare it with values from the handbook and Lab #5

Compare the measured deflections with values calculated from theory

Page 5: Lab  #6  Report due TODAY

Key Relation in Bending

At any location x along the longitudinal axis of the beam:

(x) is the curvature of the beam(x) is the radius of curvature of the beamM(x) is the internal bending momentE is the elastic modulus of the beam materialI is the moment of inertia of the beam cross-

section

Page 6: Lab  #6  Report due TODAY

Curvature of a curve y(x)

If deflections y(x) are small, then the slopes |y’(x)| << 1.

Page 7: Lab  #6  Report due TODAY

Cantilevered Beam under its own weight (=w per unit length)

Page 8: Lab  #6  Report due TODAY

Deflection of a Cantilevered Beam under its own weight

Page 9: Lab  #6  Report due TODAY

Cantilevered Beam with a Point Load P at a distance q

Page 10: Lab  #6  Report due TODAY

Deflection of a Cantilevered Beam with point load P

Page 11: Lab  #6  Report due TODAY

Deflection of a cantilevered beam with a point load P

Page 12: Lab  #6  Report due TODAY

Summary of Deflection Formulas

Only uniformly distributed load w

Both w and point load P

Only point load P

Page 13: Lab  #6  Report due TODAY

Deflection at x = q

Only uniformly distributed load w

Both w and point load P

Only point load P

Page 14: Lab  #6  Report due TODAY

Data Sheet

Page 15: Lab  #6  Report due TODAY

Processing Data

P (lb) = - P(mm) *10 *0.2248

Page 16: Lab  #6  Report due TODAY

Plot #1: y versus P

Page 17: Lab  #6  Report due TODAY

Fitting Straight Lines to y versus P

=slope(y-values, x-values)=intercept(y-values, x-values)=rsq(y-values, x-values)

Page 18: Lab  #6  Report due TODAY

Plot #2: q3 versus slope

q3 = (3EI) * slope

Page 19: Lab  #6  Report due TODAY

Determining Elastic Modulus E

Use LINEST function

=bh3/12 =Gradient/3I

Mass Density(look it up)

= * b * h

q3 = (3EI) * slope

Page 20: Lab  #6  Report due TODAY

Materials Properties Table

Page 21: Lab  #6  Report due TODAY

Naming Parameters

Emod w

Page 22: Lab  #6  Report due TODAY

Visual Basic Moduleselect

click

If you don’t see the “Developer” tab in the menubar, then selectFile OptionsCustomize Ribbons

Page 23: Lab  #6  Report due TODAY

New VBA Module

On Menubar:

Insert Module

Page 24: Lab  #6  Report due TODAY

Theoretical Deflections

Importing named parameter values

Must name worksheet as “Data”

Defining VBA function Defw

Page 25: Lab  #6  Report due TODAY

Using the VBA function Defw(q, P)

= defw (q, P)

Deflection due toBeam weight(remember we zeroed both indicators)

Page 26: Lab  #6  Report due TODAY

Implementing Singularity Function

< x – a >n

Page 27: Lab  #6  Report due TODAY

VBA Function DefwP(q, P)Underscore isLine ContinuationCharacter

Singularity function

Page 28: Lab  #6  Report due TODAY

Theoretical Deflections

= DefwP(q, P) – y0

Page 29: Lab  #6  Report due TODAY

Comparing Measured & Theoretical Deflections

=Theoretical - Measured

Page 30: Lab  #6  Report due TODAY

Plot #3: Differences

Page 31: Lab  #6  Report due TODAY

Spreadsheet (Two Pages)

Page 32: Lab  #6  Report due TODAY

Lab #6 Report due TODAY Individual Data Processing and

Individual Write Up Lab #6 Report is due TODAY by

midnight Answer Multiple Choice Questions

ONLINE TODAY Answer Student Survey ONLINE TODAY Submit the Lab Report #6 in the drawer

labeled “Strength of Materials I Lab” beneath M. E. Mail Folders

Page 33: Lab  #6  Report due TODAY

Lab #6 Report due Today Cover Page + Abstract Data Sheet Spreadsheet including Material

Properties Plot #1: Elastic Modulus Plot #2: Poisson’s Ratio Plot #3: Axial Strains Plot #4: Transverse Strains Plot #5: Shear Strains Comments and Conclusions

Page 34: Lab  #6  Report due TODAY

Lab #7 Report due Next Week

Cover Page + Abstract Data Sheet Spreadsheet (2 pages) Plot #1: Deflections versus P Plot #2: q3 versus slopes Plot #3: Differences versus P Material Properties Table Comments and Conclusions

Page 35: Lab  #6  Report due TODAY

Lab #7 Due Dates Lab #7 Multiple Choice Questions by

midnight Saturday (05/03/14) Lab #7 Answers will be posted by 11am

on Sunday (05/04/14) Final Quiz next week will have 20

questions selected from Lab #1 #7 Lab Report #7 and Student Survey will

be due next on the class day