Share on Google+Share on FacebookShare on LinkedInShare on TwitterShare on DiggShare on Stumble Upon
Custom Search
 
  
 


m
-
Unit mass of plate, lb-ms2/in2 or lb-ms2/in
me
-
Effective elastic unit of mass of plate, lb-ms2/in2
or lb-ms2/in
M
-
Applied moment, in-k
MHN
-
Negative moment capacity in the horizontal direction,
in-k/in or in-k
MHP
-
Positive moment capacity in the horizontal direction,
in-k/in or in-k
Mp
-
Plastic moment capacity, in-k/in or in-k
P
-
Applied axial load, k
Py
-
Plastic axial load, k
r -
-
Maximum negative resistance, psi
ru
-
Ultimate unit resistance, psi
S
-
Elastic section modulus, in3/in
SB
-
Elastic section modulus referred to the bottom of the
section, in3
ST
-
Elastic section modulus referred to the top of the
section, in3
t
-
Thickness of plate, in
T
-
Load duration, ms
TN
-
Natural period of vibration, ms
V
-
Maximum support shear, k/in or lb
Vp
-
Ultimate dynamic shear, lb/in
Vs
-
Support shear, lb/in
Vsh
-
Horizontal support shear, lb/in
Vsv
-
Vertical support shear, lb/in
w
-
Unit weight, lb/in
x
-
Horizontal distance to yield line, in
XE
-
Equivalent elastic deflection, in
Xm
-
Maximum deflection, in
y
-
Distance from outside edge of plate to center of gravity
of section, in
yp
-
Distance to plastic neutral axis, in
2.08-295








Western Governors University
 


Privacy Statement - Copyright Information. - Contact Us

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business