GENERAL36437

• Permit No: M1977378
• IBM Index Class Name: General Documents
• Doc Date: 8/12/2003
• Doc Name: Consent Decree Remediation Plans
• From: Sunnyside Gold Corp
• To: DMG
• Media Type: D
• Archive: No

08-14-2003 05~56RM FROM FERRN ENGINEERING SERVICE TO
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2475104 P.06
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Sheet 5 ~ of ! C 6
~, on sn acres z r y-n mictc r im rcea concrete aee u m
' s~' ess d ~ ° "' ~ for ea uake acceleratiou: ', '• '
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17~eep beam d fined a~ Ud~S (ACI 318-95, Sec 11.8.1). This is the case for earthqualFe acceler
0~094g azld c • iaal section sh~ear'at 0.151(1.20 ft) from n'bside (ACI 315-95, Sec 11.8.5).
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'• ~ d2 l = 1.1481 < 5 Therefore, this is a deep beam for design(
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! v'Q -nominal hear stiess shall not be greater than 8 times sq rt of f o whenW~ < 2;Qi4C
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j' ~ Luniting values: v ~ :=;:8. 3000 v n = 438.2 psi li
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~~ V: ~ :~ v n ~ 12 <~ p,~d I V n = 549475 16Aft, limiting, shear force per foot of bears
width
webped shear fc~Ge'at critical s~tion:
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V ~ 035 •u•1 ~ n = 82682 lb/ft, nominal shear force per foot ofbe~mm
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~~;•~ V ° V:u =97273 Ibfft, factored shear force per foot of beam width
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velopedi moment at;critical section:
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n := 0 0~37i~°~ ~~) M u = 73299 ft-lb, nominal critical bendmg mori~ent purr fc
beam width ! I
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M u :_ -, M u = 83666 ft-ib, factored critical bending moment per $oot o~bea
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I'~rmitted concrete shear stren v
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1;'thntittg value foi• v~ ,: v c :_ 6 f c (ACI 318-95, Sec 1 l .$.7) ~ !
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! ve =6 f~ 'i ~ ve,328.6 psi
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! I.t}piti~g valueiforjterr'n K = (3.5-2.5(M„/V ud)] _
' 2.5 II ~.3:M u;
, K,:= 3:3 - ~ K = 3.233 i
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