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1.16.7 Support Displacement Load 1 - 65
1.16.8 Loading on Elements 65
1.17 Load Generator 67
1.17.1 Moving Load Generator 67
1.17.2 Seismic Load Generator based on UBC, IBC and other
codes 68
1.17.3 Wind Load Generator 69
1.18 Analysis Facilities 70
1.18.1 Stiffness Analysis 70
1.18.2 Second Order Analysis 75
1.18.2.1 P-Delta Analysis 75
1.18.2.2 Imperfection Analysis 77
1.18.2.3 Non Linear Analysis 77
1.18.2.4 Multi-Linear Analysis 77
1.18.2.5 Tension / Compression Only Analysis 78
1.18.2.6 Nonlinear Cable/Truss Analysis 78
1.18.3 Dynamic Analysis 81
1.18.3.1 Solution of the Eigenproblem 81
1.18.3.2 Mass Modeling 81
1.18.3.3 Damping Modeling 83
1.18.3.4 Response Spectrum Analysis 83
1.18.3.5 Response Time History Analysis 84
1.18.3.6 Steady State and Harmonic Response 86
1.19 Member End Forces 88
1.19.1 Secondary Analysis 93
1.19.2 Member Forces at Intermediate Sections 93
1.19.3 Member Displacements at Intermediate Sections 93
1.19.4 Member Stresses at Specified Sections 94
1.19.5 Force Envelopes 94
1.20 Multiple Analyses 95
1.21 Steel/Concrete/Timber Design 96
1.22 Footing Design 96
1.23 Printing Facilities 96
1.24 Plotting Facilities 97
1.25 Miscellaneous Facilities 97
1.26 Post Processing Facilities 1 - 98
Section 2 American Steel Design 2 -
2.1 Design Operations 2 - 1
2.2 Member Properties 2
2.2.1 Built - in Steel Section Library 2
2.3 Allowables per AISC Code 7
2.3.1 Tension Stress 7
2.3.2 Shear Stress 7
2.3.3 Stress Due To Compression 7
2.3.4 Bending Stress 7
2.3.5 Combined Compression and Bending 9
2.3.6 Singly Symmetric Sections 2 - 9