Quantcast Notation -Cont. - dm2_080144

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


p'
-
Compression reinforcement ratio
pb
-
Balanced reinforcement ratio
pt
-
Total reinforcement ratio
P
-
Design axial load, lb
Pb
-
Axial load at balanced condition, lb
Pc
-
Critical axial load causing buckling, lb
Po
-
Ultimate axial load for concentrically loaded column, lb
Pu
-
Ultimate load for biaxial bending, lb
Px
-
Ultimate axial load with bending about the x-axis only, lb
Py
-
Ultimate axial load with bending about the y-axis only, lb
r
-
Radius of gyration of column, in
ru
-
Ultimate unit resistance, lb/in
Ru
-
Total ultimate resistance, lb
s
-
Spacing of torsion reinforcement in a direction parallel to the
longitudinal reinforcement, in
-
Pitch of spiral, in
ss
-
Spacing of shear reinforcement in the direction parallel to the
longitudinal reinforcement, in
tm
-
Time to maximum deflection, ms
T
-
Duration of dynamic loading, ms
TN
-
Natural period of vibration, ms
Tu
-
Torsional moment at critical section, in-lb
vc
-
Maximum shear capacity of an unreinforced web, psi
vtc -
Maximum torsion capacity of an unreinforced web, psi
vtu -
Nominal torsion stress in the direction of vu, psi
v(tu)H- Nominal torsional stress in the horizontal direction, psi
V(tu)V- Nominal torsional stress in the vertical direction, psi
vu
-
Nominal shear stress, psi
2.08-127





 


Privacy Statement - Copyright Information. - Contact Us

Integrated Publishing, Inc.