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3
DESIGN OF I-SHAPED BEAMS
PER ACI-318, 3.8.4
DFF parameter, Table 2.1
DJ1, DJ2 parameters, Table 2.1
DIAPHRAGM (see MASTER/SLAVE)
DIRECTION, 5.27.3
DISPLACEMENTS
PRINT command, 5.41, 5.42
DMAX parameter, Table 2.1& 2.2
DMIN parameter, Table 2.1& 2.2
DOUBLE ANGLE, 2.2.1, 5.19
DOUBLE CHANNELS, 2.2.1
DRAW, 5.29
DYNAMIC ANALYSIS, 1.18.3
E
ELASTIC MAT Automatic
Spring Support Generator, 5.27.3
ELEMENT FORCE, 1.6.1
ELEMENT INCIDENCE, 5.13
ELEMENT LOAD, 5.32.3, 1.6.1, 1.16.8
ELEMENT LOCAL AXIS, 1.6.1
ELEMENT NUMBERING, 1.6.1
ELEMENT PLANE STRESS, 5.24
ELEMENT PROPERTY, 5.21
ELEMENT RELEASE, 5.22.2
ELEMENT WEIGHT, 5.31.2.1,
5.31.2.2
END CONCRETE DESIGN, 5.51.5
END FOOTING DESIGN, 5.52.4
END RUN SPECIFICATION, 5.53
EXPOSURE FACTOR, WIND LOAD
GENERATOR, 5.31.5
F
FINISH, 5.53
FINITE ELEMENT
Information, 1.6
Plate/shell, 1.6.1, 5.13, 5.21
Solid, 1.6.2, 5.13
FIREPROOFING ON MEMBERS,
5.20.9
FIXED END MEMBER LOAD, 1.16.4,
5.32.7
FLOOR LOAD, 5.32.4
FLOOR WEIGHT, 5.31.2.1, 5.31.2.2
FOOTING Automatic Spring Support
Generator, 5.27.3
FOOTING DESIGN, 1.22, 5.52
FOOTING DESIGN PARAMETER,
5.52.2
FOOTING DESIGN
specifications, 5.52
FORCE ENVELOPES, 1.19.5, 5.43
FORCES
PRINT command, 5.41
FREQUENCY, 5.33, 5.34
FYLD parameter, Table 2.1& 2.2
G
GENERAL SECTION
User Table, 5.19
GENERATE ELEMENT, 5.14
GENERATION OF LOADS, 5.32.12
GENERATION OF MOVING LOADS,
5.32.12, 1.17.1
GEOMETRY MODELING
CONSIDERATIONS, 1.6.1
GLOBAL COORDINATE, 1.5.1, 1.5.3
GROUND MOTION, 5.32.10.2