Step 3 of 4
Review & Generate
Final spec check before the recipient confirmation.
Service
NaOCL
16%
Dilute Acid
Op 80°F · Design 120°F · SG 1.2
Post-Cure Required
Certifications
NSF/ANSI 61
Geometry
vertical
108" ID × 144" SS
Top F AND D · Bottom flat ring supported
Top F AND D · Bottom flat ring supported
Resin
Derakane 411-350
Ashland
Bisphenol-A Epoxy VEMax 220°F
Nozzles & Connections
- inlet3"150#× 1
- outlet4"150#× 1
- manway24"150#× 1
- vent6"150#× 1
- Total Connections4
Structural Analysis (Preliminary)
Review RequiredShell thickness
0.225″
Governed by rtp1 minimum
Head thickness
0.2587″
1.15 × shell
Wind base shear
2,066.8lbf
Seismic base shear
3,053lbf
Governing case
0.6D+W
Uplift 2,925.7 lbf
Anchor
4 × ss316-5-8
2,800 lbf each
Slosh freeboard
17.47″ req
120″ provided