Cantilever: Triangular Load
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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
Max line pressure on beam root,
p
0
:
N/m
Pa-m
Pa-cm
Pa-mm
lbf/in
psi-in
psi-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
=
-0.00249
in
micron
mm
cm
m
mic_in
in
ft
Slope
=
-0.00148
deg
deg
rad
Moment and Maximum Bending Stress
=
2000
lbf-ft
N-m
lbf-ft
=
233
psi
Pa
kPa
Mpa
GPa
psi
ksi
Shear
=
-600
lbf
N
lbf
Glossary
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W8 × 10
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » S Section Steel I Beam » S5 × 14.75
Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Wide Flange Steel I Beam » W14 × 311
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W12 × 87
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W14 × 550
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W14 × 455
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W14 × 132
Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W14 × 342
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W6 × 12
Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » Wide Flange Steel I Beam » W5 × 19
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