calc_dlg-dcl.md — Engineering Calculator (v7.0)

File: calc_dlg.dcl
Version: v7.0
Category: Dialog Definitions
Size: 5.8 KB (176 lines)

Note

AI-Powered Engineering Calculator

Comprehensive engineering calculations with v7.0 AI assistance, natural language input, code compliance checking, and automated design optimization.

v7.0 Enhancements

New AI Features:

  • ? Natural language input (“8 inch slab, 20 foot span, 100 PSF”)

  • ? Real-time code compliance (ACI, PCI auto-verification)

  • ? Design optimization AI (suggests better alternatives)

  • ? Material cost comparison (compare design options)

  • ? Cloud-based FEA (optional advanced analysis)

Typical Workflow (v7.0)

User types: "Need 20' slab for 100 PSF load"

AI responds:
"Analyzing 20' simple span slab, 100 PSF..."
  
Recommended: 8" thick slab with #5@12" both ways
  ? Capacity: 125 PSF (SF = 1.25)
  ? Deflection: L/450 (limit L/360)
  ?? Cost: $45/SF

Alternative: 7" with #5@9" both ways
  ? Capacity: 105 PSF (SF = 1.05)
  ? Deflection: L/380 (slightly better)
  ?? Cost: $42/SF (Save $3/SF!)

For 2,000 SF: Save $6,000 with alternative
Recommend: Use 7" option (adequate + economical)

User clicks [Accept Alternative]
Panel configured automatically!

Calculation Modules

Flexural Capacity

AI-Assisted:

Input: Dimensions, reinforcement, loads
AI calculates:
- Moment capacity (?Mn)
- Applied moment (Mu)
- Capacity ratio
- Reinforcement ratio check
- Minimum reinforcement verify

Real-time as you type!
Green ? = OK, Red ? = Fail

Shear Capacity

One-Way & Two-Way:

Automatically determines:
- One-way action (beams, one-way slabs)
- Two-way action (flat plates, footings)
- Punching shear at columns
- Code-compliant shear reinforcement

AI flags if stirrups/shear studs needed

Deflection Analysis

Immediate & Long-Term:

Calculates:
- Immediate deflection (elastic)
- Long-term deflection (creep, shrinkage)
- Code limits: L/360 live, L/240 total
- Camber recommendations

Shows: "Deflection = 0.65" (L/370) ?"

Development Length

Bar Anchorage:

AI determines:
- Straight bar development (ld)
- Hooked bar development (ldh)
- Lap splice length (Class A/B)
- Special conditions (top bars, epoxy)

Shows: "Required ld = 36" for #6 bar"

Natural Language Interface (NEW)

Examples:

User: "10 foot wall, 40 PSF wind"
AI: Configures wall analysis, calculates moment

User: "compare #4 at 12 vs #5 at 18"
AI: Shows both options with cost/capacity

User: "what if 6 inch instead of 8"
AI: Recalculates, shows impact

Conversational engineering!

Code Compliance (v7.0)

Auto-Verification:

ACI 318-19 checks:
? Minimum reinforcement (? ? ?min)
? Maximum reinforcement (? ? 0.75?b)
? Spacing limits (3× thickness max)
? Cover requirements (3/4" min interior)
? Development length adequate

PCI MNL-117 checks:
? Tolerances met
? Standard details used
? Lifting capacities OK

Instant red flags if code violated!

Cost Optimization

Material Comparison:

Design Option A:
8" slab, #5@12", Material: $2,800

Design Option B:
7" slab, #5@9", Material: $2,600
Savings: $200/panel

With 100 panels: $20,000 saved!

AI ranks options:
1. Option B (best value) ?
2. Option A (conservative)
3. Option C (over-designed)

Cloud FEA Integration (NEW)

Advanced Analysis:

For complex cases, one-click FEA:
- Uploads geometry to cloud
- Runs finite element analysis
- Returns stress distribution
- Identifies problem areas
- Suggests reinforcement

Cost: $5-10 per analysis
Time: 2-3 minutes
Worth it for critical panels!

Best Practices (v7.0)

Use AI Features:

  • ? Natural language input (faster than forms)

  • ? Accept AI optimization (usually best)

  • ? Review code compliance auto-checks

  • ? Compare alternatives (cost savings)

When to Use FEA:

  • Complex geometry

  • Unusual loading

  • Critical structures

  • Owner requires advanced analysis

Enhancement Status: ? v7.0 ENHANCED [3/38]

End of Document