Select Structure Data File:
No file selected
Load Structure Data Template
Analysis Results Filename:
No. Elements/Member (NE):
Quick Reference
Deflected Shape Mag. Factor:
Read Me
Scaling Factor M, N, V Plots:
Section B: Analysis and Plotting
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).
C2. Compute redundant support reaction at Node/Direction for TRUSS using Force Method (FM).
Unit Load Method: Δ = ———
Force Method: Δ = ———, δ = ———,
Redundant: R = ———
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) .
D2. Compute redundant reaction at Node/Direction for BEAM/FRAME Using Force Method (FM) .
Unit Load Method: Δ = ———
Force Method: Δ = ———, δ = ———,
Redundant: R = ———
E: Slope Deflection Method (Beam/Frame)
Solve continuous beams and rectangular frames using the Slope Deflection Method (SDM),
with a maximum of one degree of sidesway and inextensible members.
with a maximum of one degree of sidesway and inextensible members.
Classification: ———
Unknowns: ———
Sidesway: ———
Solved: ———
Max |M|: ———
Load a beam/frame workbook in Section A-B to preview the structure geometry here.