Index for SAP2000 A to Z Problems
Item Problem
Add to model from template:........................................T, U
Base isolation:..................................................................O Beam on elastic foundation:..............................................J Buckling analysis:.............................................................P
Change labels:...................................................................S Concrete design:...............................................................H Concrete flat plate analysis:.............................................M Concrete moment frame:.............................................N, Q Concrete shear wall:............................................A, B, N, Z Constraint, diaphragm:........................................C, N, O, Z Create time history video:...........................................O, Q
Dampers:..........................................................................Q Design optimization:........................................................C Divide frames:...........................................A, C, J, R, W, X Draw special joint:.......................................................E, Y Dynamic analysis:..............................................O, Q, Y, Z Frame/shear wall interaction:.......................................A, N
Grid lines:..........................................................A, V, X, Z Groups:...............................................B, N, S, U(alternate) Group joint force sum:............................................B, N, S Hydrostatic loading:..........................................................F
Joint patterns:....................................................................F
Load combinations:..........................................A, B, I, J, U
Member end releases:.......................................................A Mesh shells:...................................................C, M, S, U, Z Mode shapes:.............................................C, L, O, Q, Y, Z Moving loads:..................................................................R New model (not from template):...................................C, S New model from template:...............G, H, K, O, Q, T, U, Z NLLink members:.......................................................O, Q Output segments:...........................................................I, R
Item Problem P-Delta:........................................................................E, P Prestressed concrete beam analysis:....................................I Releases (pins):................................................................A Replication:
Linear:............................................................B, C, X, Z Mirror:.........................................................................C Radial:.....................................................................C, D Response spectrum analysis:........................................Y, Z Rotated support:...............................................................D Starting model from scratch:............................................C Steel beam with web openings:..........................................S Steel braced frame:...........................................................A Steel cable:...................................................................E, V Steel design:.......................................................A, C, K, X Steel moment frame:...............................................G, K, O Steel truss:........................................................................X Stress contours for shells:..................................................S Support displacements:.....................................................G Temperature loading:.......................................................V Time history analysis:
Periodic:.......................................................................L Nonlinear:...............................................................O, Q Trapezoidal loads on frame elements:..............................W Unbraced Length Ratio:...................................................K
