wall_dlg-dcl.md — Wall Panel Configuration (v7.0)¶
File: wall_dlg.dcl
Version: v7.0
Category: Dialog Definitions
Size: 5.9 KB (179 lines)
Note
AI Wall Designer
Wall panel configuration with v7.0 AI load analysis, lateral design, and optimization.
v7.0 Enhancements¶
? AI lateral analysis (wind/seismic design)
? Auto reinforcement (optimal bar layout)
? Buckling check (slenderness validation)
? Thermal analysis (insulation, thermal mass)
? Acoustic rating (STC prediction)
AI Lateral Analysis¶
Wall: 12'×10'×6" exterior
AI analyzes:
Location: Portland, OR
Wind: 120 MPH (Exposure C)
Seismic: SDC D (high seismic)
Load calculation:
Wind: 30 PSF (120 MPH, Exp C)
Seismic: 45 PSF (SDC D, importance factor)
Governs: Seismic 45 PSF ?
Moment: 45 PSF × 10' × (10'/2) = 2,250 lb-ft
Required As: 0.12 in²/ft
Provide: #5 @ 12" = 0.31 in²/ft ?
Safety factor: 2.6
AI designs automatically!
Auto Reinforcement¶
Optimal Layout:
AI determines:
Vertical: #5 @ 12" o.c.
Horizontal: #4 @ 18" o.c.
Boundary: #6 @ 6" o.c. (seismic)
Cost analysis:
Option A (AI): #5 @ 12" = $142/panel
Option B: #4 @ 8" = $155/panel (tighter, more costly)
Option C: #6 @ 18" = $148/panel (larger, wider)
AI selects Option A: Best value
Buckling Check¶
Slenderness Validation:
Wall: 6" thick, 10' height
Slenderness: 10' / 6" = 20
ACI limit: 25 (typical)
Status: 20 < 25 ? OK
If 4" thick:
Slenderness: 10' / 4" = 30
Status: 30 > 25 ? FAILS
AI warns: "Too slender, increase thickness"
Thermal Analysis (NEW)¶
Energy Efficiency:
Wall: 6" concrete + 2" insulation
Thermal mass: High (6" concrete)
R-value: 2.0 (concrete) + 10.0 (insulation) = R-12
U-value: 1/12 = 0.083
Code requirement: R-10 minimum
Status: R-12 > R-10 ? Exceeds
Energy cost savings: $250/year per panel
100 panels: $25,000/year saved!
Acoustic Rating¶
Sound Transmission:
Wall: 6" concrete
STC rating: 52 (AI calculated)
Common requirement: STC 50
Status: 52 > 50 ? Adequate
For STC 55 (higher):
Add: 1" gypsum board both sides
New STC: 57 ?
AI suggests upgrades for acoustic performance
Enhancement Status: ? v7.0 ENHANCED [34/38]
End of Document