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6
PRISMATIC, 5.19
PRISMATIC PROPERTY, 1.7.1, 5.20.2
PROFILE, 5.47.1
PROPERTY SPEC, 5.20.2
R
RATIO parameter, Table 2.1& 2.2
RAYLEIGH FREQUENCY, 5.33
REACTIONS (SUPPORT)
PRINT command, 5.41
REFERENCE LOAD, 5.31.1
REFERENCE POINT, 1.5.3
RELEASE
members, 1.8, 5.22.1
elements, 5.22.2
REPEAT, 511, 5.12, 5.13
REPEAT ALL, 5.11, 5.12, 5.13
REPEAT LOAD SPECIFICATION,
5.32.11
RESPONSE SPECTRUM, 1.18.3,
5.32.10
RESPONSE SPECTRUM –
Eurocode 8, 5.32.10.1.2
RESPONSE TIME HISTORY, 5.31.6,
5.32.10.2
S
SECONDARY ANALYSIS, 1.19.1
SECTION DISPLACEMENTS, 5.42
SECTION SPECIFICATION, 5.40
SEISMIC (see UBC, IBC)
SEISMIC (See GROUND MOTION)
SEISMIC (CFE), 5.31.2.7
SEISMIC (NTC), 5.31.2.8
SEISMIC (RPA), 5.31.2.9
SELECT ALL, 5.47.3, 5.50.3
SELECT MEMBER, 5.47.3, 5.50.3
SELECT OPTIMIZED, 5.47.4
SELECT WELD TRUSS, 5.47.3
SELFWEIGHT, 5.32.9
SEPARATOR, 5.6
SET NL, 5.5
SET DATA CHECK, 5.5
SET RUN, 5.5
SET ECHO, 5.5
SET Z UP, 5.5
SHEAR WALL, 3.8.3
SINKING SUPPORT (see SUPPORT
DISPLACEMENT)
SIZE
specification, 5.46
SLAB DESIGN, 3.8
SLAVE RIGID, 5.28
SNOW LOAD, 5.31.5, 5.32.13
SOLID ELEMENT, 1.6.2, 5.13
SPECTRUM, 5.32.10.1
SRSS Modal Combination, 5.32.10.1
SRSS Static Load Combination, 5.35
SSY parameter, Table 2.1
SSZ parameter, Table 2.1
START CONCRETE DESIGN, 5.51.1
START FOOTING DESIGN, 5.52.1
START USER TABLE, 5.19
STEADY STATE, 1.18.3.6, 5.37.1
STEEL DESIGN SPECIFICATIONS,
2.0, 5.47
STEEL JOIST AND JOIST GIRDERS,
1.7.6