Cantilever: Intermediate Load
Directory
|
Career
|
News
|
Standards
|
Industrial
|
SpecSearch®
Formula Home
Beam Theory
Euler Beam Equation
Symbol Definition
Sign Convention
Beam Calculators
Cantilevers
End Load
Uniform Load
Triangular Load
End Moment
Intermediate Load
Simply Supported
Mixed Supported
X-Section Data
Standard I-Beams
Other Shapes
Material Data
Elastic Modulii
Resources
Bibliography
Trade Publications
Quality Magazine
NASA Tech Briefs
Maintenance Tech
World Pumps
Pipeline and Gas Tech
Paint & Coatings
more
Login
Home
Membership
Store
Forum
Search Member
Calculators
Materials
Design
Processes
Units
Formulas
Math
Beam Diagram and Calculator Input
Here we display a specific beam loading case. Integrated into each beam case is a calculator that can be used to determine the maximum displacements, slopes, moments, stresses, and shear forces for this beam problem. Note that the maximum stress quoted is a positive number, and corresponds to the largest stress magnitude in the beam. It does not distinguish between tension or compression (this distinction depends on which side of the beam's neutral plane your
c
input corresponds).
Calculator Input
Length of beam,
L
:
mm
cm
m
in
ft
Load on beam,
P
:
N
lbf
Location of load,
a
:
cm
m
in
ft
Young's Modulus,
E
:
Pa
kPa
Mpa
GPa
psi
ksi
Distance from neutral axis
to extreme fibers,
c
:
mm
cm
m
in
ft
Moment of Inertia,
I
:
mm^4
cm^4
m^4
in^4
ft^4
Go To Solutions
Max Stress
Displacement
Slope
Moment
Shear
Displacement
=
-0.0117
in
micron
mm
cm
m
mic_in
in
ft
Slope
=
-0.00728
deg
deg
rad
Moment and Maximum Bending Stress
=
7000
lbf-ft
N-m
lbf-ft
=
816
psi
Pa
kPa
Mpa
GPa
psi
ksi
Shear
=
-1000
lbf
N
lbf
Glossary
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » Wide Flange Steel I Beam » W8 × 18
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » ALuminum I Beam » 4.00 × 2.311
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W10 × 17
Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Wide Flange Steel I Beam » W24 × 146
Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » S Section Steel I Beam » S24 × 100
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 8.00 × 6.181
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » Wide Flange Steel I Beam » W21 × 122
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W27 × 102
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W24 × 62
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » Wide Flange Steel I Beam » W14 × 176
Home
Membership
About Us
Privacy
Disclaimer
Contact
Advertise
Copyright © 2009 eFunda, Inc.