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Summary

1 SCOPE...................................................................................................................................................... 5

2 NORM....................................................................................................................................................... 5

3 MATERIAL................................................................................................................................................ 5

4 LOAD......................................................................................................................................................... 6

4.1 SELF WEIGHT (DEAD).................................................................................................................... 6

4.2 CONTENT (CONTENT).................................................................................................................... 6

4.3 LIVE (LIVE)....................................................................................................................................... 6

4.4 EQUIPMENT (EQ)............................................................................................................................ 6

4.5 SEISMIC LOAD (EX-EY).................................................................................................................. 7

4.6 SEISMIC MASSES........................................................................................................................... 8

5 DEFINITION OF CHECK’S PARAMETER................................................................................................9

5.1 COMBINATION DEFINITIONS.........................................................................................................9

5.2 PARMETERS OF CHECK..............................................................................................................10

6 CALCULATION....................................................................................................................................... 11

6.1 MODEL PLANE +2,2 m..................................................................................................................11

6.1.1 MODEL LOAD............................................................................................................................ 12

6.2 ROWS A-B-C-D-E-F...................................................................................................................... 14

6.3 ROWS 1-9...................................................................................................................................... 17

6.4 BOLT CONNECTION..................................................................................................................... 23

6.5 FOUNDATION LOAD..................................................................................................................... 42

6.6 CHECK OF THE BASE PLATE......................................................................................................48

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1 SCOPEScope of the note is the check of ___________-battery of 12+4 tanks(D1650-D2000) for _______ placed in

Tennessee State (US). The structure is indoor and it is composed by 28 columns (spaced 1800-2000

longitudinal direction and 1970-2100 cross direction) height 2200 mm and connected by beams. There are

some walkway fixed to the tanks (3600-4050 mm)

The structure is fixed to the soil with chemical anchors.

There are some bracings and moment resisting frame in both directions able to resist to seismic forces.

2 NORMThe document for the calculation is the following:

1. Drawing ______________

Norm reference:

2. IBC 2012/ ASCE 7-5. International Building Code. Seismic forces

3. AISC-LRFD .American Building Code. Bolt connection.

3 MATERIALIt is consider steel S275 JR EN10025 Yield stress 275 N/mm²

Anchor bolts: S275

Bolt class 8.8 UNI EN 14399