Structure Input and Analysis Form
Select Structure Data File:
No file selected
Specify Analysis Results Filename:
Number of Elements Per Member (NE):
Deflected Shape Magnification Factor:
Scaling Factor for M, N, V Plots:
Section B: Analysis and Plotting
Ready. Select a workbook, choose the truss checkbox only for truss files, and keep NE = 1 for truss analysis.
C: Unit Load Method/Force Method (Truss)
C1. Compute displacement at Node/Direction for TRUSS using Unit Load Method (ULM), or
C2. Compute redundant support reaction at Node/Direction for TRUSS using Force Method (FM).
Unit Load Method: Δ = ———
Force Method: Δ = ———, δ = ———,
Redundant: R = ———
The main C-tab stays compact. Reports and any larger output open in separate windows.
D: Unit Load Method/Force Method (Beam/Frame)
D1. Compute displacement at Node/Direction for BEAM/FRAME using Unit Load Method (ULM), or
D2. Compute redundant reaction at Node/Direction for BEAM/FRAME Using Force Method (FM) .
Unit Load Method: Δ = ———
Force Method: Δ = ———, δ = ———,
Redundant: R = ———
Use the same workbook selected in the A-B tab. Detailed outputs open independently.