CB
|
Cb
|
1.0
|
Bearing Area Factor, Table 4.13
|
CFB
|
CF
|
1.0
|
Size Factor for Allowable Bending
Stress, see Table 8.3, 8.4, 8.5, 8.6, 8.7
|
CFC
|
CF
|
1.0
|
Size Factor for Allowable
Compression Parallel to Grain, see Table 8.3, 8.4, 8.5, 8.6, 8.7
|
CFT
|
CF
|
1.0
|
Size Factor for Allowable Tension
Parallel to Grain, see Table 8.3, 8.4, 8.5, 8.6, 8.7
|
CFU
|
Cfu
|
1.0
|
Flat Use Factor, see Table 4.9
|
CSS
|
CH
|
1.0
|
Shear Stress Factor, Section
4.5.14
|
CMB
|
CM
|
1.0
|
Wet service Factor for Allowable
Bending Stress, see Table 4.8
|
CMC
|
CM
|
1.0
|
Wet service Factor for Allowable
Compression Parallel to Grain, see Table 4.8
|
CME
|
CM
|
1.0
|
Wet service Factor for Modulus
of Elasticity, see Table 4.8
|
CMP
|
CM
|
1.0
|
Wet service Factor for Allowable
Compression Perpendicular to Grain, see Table 4.8
|
CMT
|
CM
|
1.0
|
Wet service Factor for Allowable
Tension Parallel to Grain, see Table 4.8
|
CMV
|
CM
|
1.0
|
Wet service Factor for Allowable
Shear Stress Parallel to Grain, see Table 4.8
|
CR
|
Cr
|
1.0
|
Repetitive Member Factor, see
Section 4.5.10
|
CSF
|
CF
|
1.0
|
Form Factor, see Section 4.5.12
|
CTM
|
Ct
|
1.0
|
Temperature Factor, see Table
4.11
|
CTT
|
CT
|
1.0
|
Buckling Stiffness Factor, see
Section 4.5.15
|
KB
|
Kb
|
1.0
|
Buckling Length Coefficient to
calculate Effective Length
|
KBD
|
Kbd
|
1.0
|
Buckling Length Coefficient for
Depth to calculate Effective Length
|
KBE
|
KbE
|
0.609
|
Euler Buckling Coefficient for
Beams, see Section 5.4.11
|
KCE
|
KcE
|
1.0
|
Euler Buckling Coefficient for
Columns, see Section 5.8.2
|
KEY
|
Key
|
1.0
|
Buckling Length Coefficient in Y
Direction
|
KEZ
|
Kez
|
1.0
|
Buckling Length Coefficient in Z
Direction
|
KL
|
Kl
|
1.0
|
Load Condition Coefficient, Table
4.10
|
LZ
|
LZ
|
Member Length
|
Effective shear length in the z
direction for Column Stability Check, Le=Ke*L
|
LY
|
LY
|
Member Length
|
Effective shear length in the y
direction for Column Stability Check, Le=Ke*L
|
LUZ
|
LUZ
|
Member Length
|
Member length in the z direction
for Beam Stability Check, Lu=Kb*l+Kbd*d
|
LUY
|
LUY
|
Member Length
|
Member length in the y direction
for Beam Stability Check, Lu=Kb*l+Kbd*d
|
CDT
|
CDT
|
1.0
|
Load Duration Factor
|
CCR
|
CCR
|
1.0
|
Curvature factor (Section
4.5.11)
|
INDEX
|
INDEX
|
10
|
Exponent value in the Volume
Factor Equation (Section 4.5.6)
|
CV
|
CV
|
1.0
|
Volume Factor (Section 4.5.6)
|
CC
|
CC
|
0.8
|
Variable in Column Stability
Factor, Cp (Section 5.8.2, Eqn 5-14)
|
SRC
|
SRC
|
1.0
|
Slenderness ratio of Compression
member
|
SRT
|
SRT
|
1.0
|
Slenderness ratio of Tension
member
|
RATIO
|
|
1.0
|
Permissible ratio of actual to
allowable stress
|
BEAM
|
|
1.0
|
- 0.0 = 始点および終点ノードとSECTIONコマンドで指定されるそれらの位置における設計
- 1.0 = 始点および終点ノードを含む、メンバーの長さに沿った13個の等間隔の点(つまり、1/12ごとの点)における設計。
|