Links
Warranty
Site Map
Contact Us
Home
About
Capabilities
Our Work
Our People
Clients
Civil Programs
News
Simple Beam - Uniformly Distributed Load
Simple Beam - Uniformly Distributed Load
Input Data:
Length =
ft
Dist. Load =
lb/ft
Elasticity Modulus =
ksi
Moment of Inertia =
in
4
x =
ft
Results:
Reaction (R) =
lb
Shear (V) =
lb
V
x
=
ft-lb
Max Moment =
ft-lb
M
x
=
ft-lb
Max. Delta =
in
Delta
x
=
in