PBARL – Simple Beam Property
Defines the properties of a simple beam (bar) by cross-sectional dimensions, which is used to create bar elements via the CBAR entry.
|
(1) |
(2) |
(3) |
(4) |
(5) |
(6) |
(7) |
(8) |
(9) |
(10) |
|
PBARL |
PID |
MID |
|
TYPE |
|
|
|
|
|
|
|
DIM1 |
DIM2 |
DIM3 |
DIM4 |
DIM5 |
DIM6 |
DIM7 |
DIM8 |
|
|
|
DIM9 |
… |
NSM |
|
|
|
|
|
|
|
(1) |
(2) |
(3) |
(4) |
(5) |
(6) |
(7) |
(8) |
(9) |
(10) |
|
PBARL |
12 |
7 |
|
BOX |
|
|
|
|
|
|
|
10. |
6. |
.5 |
.5 |
|
|
|
|
|
|
Field |
Contents |
|
PID |
Unique simple beam property identification number. No default (Integer > 0) |
|
MID |
Material identification number. No default (Integer > 0) |
|
TYPE |
Cross-section type. No default (Character: "BAR", "BOX", "BOX1", "CHAN", " CHAN1", " CHAN2", "CROSS", "H", "HAT", "I", "I1", "ROD", "T", "T1", "T2", "TUBE", "Z") |
|
DIMi |
Cross-sectional dimensions. No default (Real > 0.0) |
|
NSM |
Nonstructural mass per unit length. NSM is specified after the last DIMi. Default 0.0 (Real) |
For structural problems, PBARL entries may reference only MAT1 material entries.
The cross-sectional properties, shear flexibility factors, and stress recovery points (C, D, E, and F) are computed using the TYPE and DIMi as shown below. The origin of the element coordinate system is centered at the shear center of the cross-section oriented as shown. The PBARL does not account for offsets between the neutral axis and the shear center. Therefore, the CHAN cross-sections may produce incorrect results. The PBEAML entry is recommended.
|
|
|
|
Type = BAR |
Type = BOX |
|
|
|
|
|
|
|
Type = BOX1 |
Type = CHAN |
|
|
|
|
|
|
|
Type = CHAN1 |
Type = CHAN2 |
|
|
|
|
|
|
|
Type = CROSS |
Type = H |
|
|
|
|
|
|
|
Type = HAT |
Type = I |
|
|
|
|
|
|
|
Type = I1 |
Type = ROD |
|
|
|
|
|
|
|
Type = T |
Type = T1 |
|
|
|
|
|
|
|
Type = T2 |
Type = TUBE |
|
|
|
|
|
|
|
Type = Z |
|
Go To
Guidelines for Bulk Data Entries
Alphabetical List of Bulk Data Entries