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2
C
CABLE
command of, 1.11, 5.23.2,
description, 1.11
nonlinear, 1.18.2.5
CALCULATE RAYLEIGH
(FREQUENCY), 5.33
CANADIAN SEISMIC, 5.31.2.10
Cartesian Coordinate System, 1.5.1
CASTELLATED BEAMS, 2.16
CB parameter, Table 2.1 & 2.2
Center of Gravity (CG)(See PRINT)
CHANGE
command of, 5.38
(see also Multiple Analysis,
INACTIVE command)
CHANNEL SECTION
ASSIGN, 1.7.5, 5.20.5
double channels, 2.2.1
Specification, 2.2.1
user table property of, 1.7.3, 5.19
CHECK CODE, 5.47.2, 5.50.2
CMY parameter, Table 2.1
CMZ parameter, Table 2.1
CODE CHECKING
specification, 5.47.2,
Cold Formed Steel, 2.15, 5.20
COLOMBIAN (Seismic)
COLUMN
ASSIGN, 5.20.5
concrete DESIGN, 5.51
COMPOSITE BEAM, design per
AISC-ASD, 2.9,
AISC-LRFD, 2.14.13
COMPOSITE BEAMS AND
COMPOSITE DECKS, 1.7.7, 5.20.7
CONCRETE DESIGN- 3.0
parameter 5.51.2, Table 3.1
specifications, 5.51
terminator, 5.51.5
CONCRETE TAKE OFF, 5.51.4
CONSTANTS, 5.26
COORDINATE
systems, 1.5
joint, 5.11
CQC, Modal Combination, 5.32.10.1
CURVED MEMBERS, 1.7.8, 5.20.8
CUT-OFF FREQUENCY, 5.30.1
CUT-OFF MODE SHAPE, 5.30.1
CUT-OFF TIME, 5.30.1
CYLINDRICAL REVERSE, 5.11,
1.5.1
D
DAMPING, 5.26, 5.32.10.1
DEFINE, 7.3
DEFINE IMPERFECTION, 5.26.6
DEFINE MESH, 5.14
DEFINE MOVING LOAD, 5.31.1
DEFINE SNOW LOAD, 5.31.5
DEFINE TIME HISTORY, 5.31.6
DEFINE WIND LOAD, 5.31.5
DELETE MEMBERS, 5.18
DELETE JOINTS, 5.18
DESIGN - CONCRETE, 3
DESIGN BEAM, 5.51.3
DESIGN COLUMN, 5.51.3
DESIGN ELEMENT, 5.51.3
DESIGN FOOTING, 5.52.3
DESIGN initiation, 5.51.1, 5.52.1