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B1: Analysis Parameters
No. Elements/Member (NE):
Deflected Shape Mag. Factor:
Scaling Factor M, N, V Plots:
Structure Type:
Show Node Numbers:
M Sign Convention:
Tick Diagrams to Plot:
B2: Analysis and Plotting
C: 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|: ———
D: Unit Load Method/Force Method (Truss)
D1. Compute displacement at Node/Direction for TRUSS using Unit Load Method (ULM), or
D2. Compute redundant support reaction at Node/Direction for TRUSS using Force Method (FM).
D2. Compute redundant support reaction at Node/Direction for TRUSS using Force Method (FM).
Unit Load Method: Δ = ———
Force Method: Δ = ———, δ = ———,
Redundant: R = ———
E: Unit Load Method/Force Method (Beam/Frame)
E1. Compute displacement at Node/Direction for BEAM/FRAME using Unit Load Method (ULM), or
E2. Compute redundant reaction at Node/Direction for BEAM/FRAME using Force Method (FM).
E2. Compute redundant reaction at Node/Direction for BEAM/FRAME using Force Method (FM).
Unit Load Method: Δ = ———
Force Method: Δ = ———, δ = ———,
Redundant: R = ———