Product

Product overview.

Member design across six materials, loads, site data by address and calc packet output. Your AI enters inputs over MCP; the engine computes; the packet records every input and step.

Capabilities

Steel

Beams, columns and connections, with section properties from the full AISC shape table.

Wood

Members, connections, trusses, shear walls and diaphragms.

Concrete

Members, two-way slabs, punching shear, anchors and footings.

Masonry

Masonry members.

Cold-formed steel

Members, connections and framing.

Aluminum

Members, connections and screen enclosures.

Loads

Wind, live, dead, flood, seismic and rain loads, with load combinations.

Site data by address

County, high-velocity hurricane zone, flood zone, ground elevation, seismic parameters and rainfall.

Project values with sources

Units and source on every value. Versioned revisions with a change log.

Run records and calc packets

Every run on record. Branded PDF a plan reviewer can follow line by line.

Works with Claude

Claude connects with full engine access.

The packet

Calc packet output

01Your firm and logo on the cover.
02Equation, substitution, result. Unit and source on every input.
03Load, shear and moment diagrams.

YOUR
LOGO

Prepared byYour Firm, LLC

Sourcy Structural
Run SS-0412 · Rev 3
Oct 16, 2026

Garage header beam, B-1

Simply supported, full-span uniform load. Tampa, FL.

Span, L	Architectural plan A-101	18.0 ft
Uniform load, w	Dead + live, project values	420 plf
Section	Engineer input	W10×15

Reaction R = wL / 2 = 420 × 18.0 / 2 = 3,780 lb
Moment M = wL² / 8 = 420 × 18.0² / 8 = 17,010 lb·ft
Deflection Δ = 5wL⁴ / 384EI = 0.50 in ≤ L/360 = 0.60 in

Load, shear and moment

A992, F_y 50 ksi

S_x 13.8 in³

I_x 68.9 in⁴

E 29,000 ksi

Bending 0.49 · Deflection 0.83Passes

Calculated by the Sourcy engine with units and sources on every value.

Reference

Standards and data sources

GroupStandard or sourceUsed for

SteelAISC 360-22Members and connections

AISC Shapes Database v15.0Section properties (Steel Construction Manual, 15th ed.)

LoadsASCE 7-22Wind (Ch. 26–30), live (Ch. 4), dead (Commentary C3), flood (Ch. 5), seismic (Ch. 11–12), combinations (Ch. 2), rain (Ch. 8)

WoodNDS 2024Members, connections, trusses. Species values entered per project.

AWC SDPWS-2021Shear walls and diaphragms

ConcreteACI 318-19Members, punching shear, anchors, footings

ACI 318-14 §8.10Two-way slabs, Direct Design Method (per ACI 318-19 §6.2.4.1)

MasonryTMS 402-16Masonry members

Cold-formed steelAISI S100-16Members and connections

AISI S240-20Framing

AluminumAluminum Design Manual 2020Members and connections, screen enclosures

Florida Building CodeFBC 2023 (8th ed.) / FBC 2026 (9th ed.)Edition selected by permit date; 9th edition from Dec 31, 2026

FBC Table 1604.3Deflection limits

FBC Section 2002Aluminum screen enclosures

Live site dataUSGS Seismic Design GeodatabaseASCE 7-22 seismic parameters by location

USGS 3DEPGround elevation, NAVD88

FEMA NFHLFlood zone, BFE, floodway, FIRM panel

NOAA Atlas 14Rainfall intensity (PFDS)

US Census GeocoderAddress to county

HVHZMiami-Dade and Broward counties, per FBC

Standards are referenced by edition. You are responsible for verifying all outputs.

Revisions

Revision history

ValueRev 2Rev 3Source

Uniform load, w~~380 plf~~420 plfAttic storage added, ASCE 7 Table 4.3-1

Max moment~~15,390 lb·ft~~17,010 lb·ftRecalculated

Deflection~~0.45 in~~0.50 inRecalculated

SectionW10×15W10×15Unchanged, still passes