Concrete

Punching shear to ACI 318-19 22.6, 8.4.4

Two-way shear at columns and concentrated loads: interior, edge, corner and circular, openings, moment transfer, drop panels, stirrups and headed studs.

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ILX Calcs editor for a punching shear calculation: inputs, status, live checks and the drawing

What you get

From the inputs to a finished punching shear calculation

The applicable checks, step by step

Every check to ACI 318-19 22.6, 8.4.4 with its equation, the values that go into it, the result and the code section, and the governing case up front. Results update as you type.

A calculation report a reviewer can follow

Inputs, load combinations, every check with its result and reference, and the governing case, in a clear PDF with your title block.

Drawings

Where the calculation has a shape to draw: elevations, sections and the diagrams, on a sheet with your title block, as PDF or DXF.

Your units, your method

US or metric units at any time, LRFD or ASD where the code offers both; the report follows.

Verification

How the punching shear is tested

16worked examples
72values compared
67match
5documented differences, each explained

Against published examples and tables, on every change. The method and the sources.

Run your next punching shear calculation today

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ILX Studio, LLC is not affiliated with or endorsed by AISC, ACI, AWC, TMS, AISI, ASCE or any other code organization.