ML110040817

From kanterella
Jump to navigation Jump to search
Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-323
ML110040817
Person / Time
Site: Bellefonte  Tennessee Valley Authority icon.png
Issue date: 12/22/2010
From: Arent G
Tennessee Valley Authority
To:
Document Control Desk, Office of New Reactors
Spink T
References
BELLEFONTE.P02.NP, BELLEFONTE.P02.NP.3, TENNVALLEY, TENNVALLEY.SUBMISSION.6, +reviewedmmc1
Download: ML110040817 (1)


Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR 0.6 Explanation 0.5 Upper Bound INPUTS Hoek Brown OUTPUTS sigci 27.58 ksi c 0.21 ksi GSI 61.00 phi 55 degrees 0.4 mi 7.00 Erm 958.73 ksi D 0.85 Ei 5739.0 Lower Bound INPUTS Hoek Brown OUTPUTS Shear stress (ksi) 0.3 sigci 9.80 ksi c 0.04 ksi GSI 52.00 phi 46 degrees mi 5.00 Erm 481.2 ksi D 0.85 Ei 5028.4 0.2 Mean INPUTS Hoek Brown OUTPUTS sigci 18.69 ksi c 0.11 ksi 0.1 GSI 57.00 phi 51 degrees mi 6.00 Erm 704.6 ksi D 0.85 Ei 5383.7 0

-0.1

-0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 Normal stress (ksi)

BLN COL 2.5-6 FIGURE 2.5-323 Rock Mass Hoek-Brown Shear Strength Argillaceous Limestone Rev 0