Pynite MCP Server

Use Pynite to create a 6-meter simply supported steel beam with a W12x26 section. Both ends are pinned, and a 20 kN downward point load is applied at midspan. Run a linear elastic analysis and report support reactions, maximum bending moment, maximum deflection, and a description of the moment diagram.

Provides the beam model setup, a summary of analysis results, and textual or visual descriptions of key forces and deflection.

Build a 2D steel truss with a 12-meter span and 3-meter height, including top chord, bottom chord, and web members. Use a pinned support on the left and a roller support on the right. Apply 10 kN vertical loads at three top chord nodes. After analysis, list axial forces for each member and indicate whether each is in tension or compression.

Outputs the truss node and member definitions, support and load setup, and a summary of axial forces and force states for each member.

Use Pynite to model a two-story single-bay steel frame with 3.5-meter story heights, an 8-meter bay width, and fixed column bases. Apply a 15 kN lateral load at each floor, run the analysis, and summarize story drift, nodal displacements, and base reactions. If displacement is large, suggest practical optimization ideas.

Returns frame analysis results, a summary of displacements and reactions, and improvement suggestions for insufficient stiffness.