Field
Contents
PID
Property identification number.
No default (Integer > 0)
MID
Material identification number.
No default (Integer > 0)
A(A)
Area of beam cross-section at end A.
No default (Real > 0.0)
I1(A)
Area moment inertia in plane 1 about the neutral axis at end A.
No default (Real > 0.0)
I2(A)
Area moment inertia in plane 2 about the neutral axis at end A.
No default (Real > 0.0)
I12(A)
Area product inertia at end A (
).
Default = 0.0 (Real)
J(A)
Torsional stiffness parameter at end A.
Default = 0.0 (Real > 0.0)
NSM(A)
Nonstructural mass per unit length at end A.
Default = 0.0 (Real)
Ci(A), Di(A), Ei(A), Fi(A)
The y and z locations in element coordinates for stress data recovery at end A. (i=1 is y and i=2 is z)
Default = 0.0 for all entries (Real)
SO
Stress output request option for intermediate station.
If set to NO, the following continuation line (containing fields C1 through F2) must be omitted for that intermediate station, and no stresses are recovered for that intermediate station.
If set to YESA, the following continuation line (containing fields C1 through F2) must be omitted for that intermediate station, and stresses, for that intermediate station, are recovered at the stress recovery locations identified for end A.
If set to YES, the following continuation line (containing fields C1 through F2) must contain the same stress recovery locations as the first continuation line (containing fields C1(A) through F2(A) ) or must be entirely blank.
Default = YES (YES, YESA, or NO)
X/XB
Fractional distance of the intermediate station from end A.
Default = 1.0 (Real > 0.0)
A
Area of beam cross-section for intermediate stations.
Default = A(A) (Real > 0.0)
I1
Area moment inertia in plane 1 about the neutral axis for intermediate stations.
Default = I1(A) (Real > 0.0)
I2
Area moment inertia in plane 2 about the neutral axis for intermediate stations.
Default = I2(A) (Real > 0.0)
I12
Area product inertia for intermediate stations ().
Default = I12(A) (Real)
J
Torsional stiffness parameter for intermediate stations.
Default = J(A) (Real > 0.0)
NSM
Nonstructural mass per unit length for intermediate stations.
Default = NSM(A) (Real)
Ci, Di, Ei, Fi
The y and z locations in element coordinates for stress data recovery for intermediate stations. (i=1 is y and i=2 is z). See comments 5 through 8.
Default = 0.0 for all entries. (Real)
K1,K2
Shear stiffness factor K in K*A*G for plane 1 and plane 2.
Default = 1.0 for both (Real)
NSIA
Nonstructural mass moment of inertia per unit length about nonstructural mass center of gravity at end A.
Default = 0.0 (Real)
NSIB
Nonstructural mass moment of inertia per unit length about nonstructural mass center of gravity at end B.
Default = NSIA (Real)
M1A, M2A
(y,z) coordinates of center of gravity of nonstructural mass at end A.
Default = 0.0, 0.0 (Real)
M1B, M2B
(y,z) coordinates of center of gravity of nonstructural mass at end B.
Default = M1A, M2A (Real)
N1A, N2A
(y,z) coordinates of neutral axis at end A.
Default = 0.0, 0.0 (Real)
N1B, N2B
(y,z) coordinates of neutral axis at end B.
Default = N1A, N2A (Real)
