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Index
1
Index by Section Numbers
A
AASHTO,
allowable code stress, 2.13.2
axial stress, 2.13.2
bending-axial stress
interaction, 2.13.2
bending stress, 2.13.2
general comments, 2.13.1
minimum metal thickness, 2.13.4
MOVING LOAD, 1.17.1, 5.31.1,
5.32.12
shear stress, 2.13.2
stability requirements, 2.13.3
ACI CODE (see Concrete Design)
AIJ (Seismic)
AISC CODE
Allowables, 2.3
bending stress, 2.3.4
CODE CHECK, 2.5
compressive stress, 2.3.3
member selection, 2.6
parameters, 2.4
plate girders, 2.10,
steel table, 1.7.3, 5.20.1
tension stress, 2.3.1
torsion per Pub.T114, 2.3.7
truss members, 2.7
unsymmetric members, 2.8
ALPHA, 1.12, 5.26, 5.32.6
Alphanumerics, 5.1.1
ANALYSIS
assumption of, 1.18.1
dynamic analysis, 1.18.3
Non-linear, 1.18.2.2, 5.37
P-DELTA, 1.18.2.1, 5.37
PERFORM, 1.18, 5.37
printing (see PRINT)
RESPONSE SPECTRUM, 1.18.3
static analysis, 1.18
Time-History, 1.18.3, 5.31.6
5.32.10.2
ANALYSIS FACILITIES, 1.18
ANGLE,
from User Table, 5.19
ASSIGN of, 1.7.5, 5.20.5
BETA, 1.5.3
specification of, 1.7.2
user table, 1.7.3, 5.19
AREA LOAD
command, 1.16.3, 5.32.4
definition of, 1.16.3
ARRIVAL TIME, 5.31.6
ASSIGN command, 1.7.5, 5.20.5
ASSIGN PROFILE, 5.20.5
ASSUMPTIONS OF THE
ANALYSIS, 1.18.1
Axes
global coordinate, 1.5.1
local coordinate, 1.5.2
local and global relationship, 1.5.3
B
Bandwidth Reduction, 1.18.1, 5.11
BASIC EQUATION, 1.18.1
BEAM
ASSIGN, 1.7.5, 5.20.5
concrete DESIGN of, 3.6, 5.51.3
specification of, 1.7.2
BEAM parameter, Table 2.1& 2.2
BENDING MOMENT/SHEAR
FORCE, 1.19, 5.41
Bending stress (see AISC, AASHTO, &
LRFD design)
BETA angle, 1.5.3, 5.26
command, 5.26
description, 1.5.3, 1.12
Built-In Steel Section Library 1.7.2