2003-10-14_REVISION - M1992069 ‎(3)‎

• Permit No: M1992069
• IBM Index Class Name: Revision
• Doc Date: 10/14/2003
• Doc Name: Design Report
• From: Applegate
• To: DMG
• Type & Sequence: TR5
• Media Type: D
• Archive: No

Version: Risiwa115.1 030 Prepared By: BURNETT CONSIJI.TING
ENGINEERS, LTD. '
ProjeclName: North Eagleview Drainage Channel Contact: TOM BURNETT
Site: #3 to F Sl Phone: [phone]
2 862.500 2724.294 2724.294 404.893
1 931.500 2788.638 2788.638 772.143
Course Lateral Lateral Total Safety
Number Soil Surcharge Lateral Factor
Force Force Force
m P's(m) P'q(m) P'a(m) FSsc(m)
[lb/ft] [lb/ft] [lb/ft]
Eq (5-29] Eq [5-30] Eq [5-31] Eq [5-01]
14 0.918 0.000 0.918 >99
13 8.263 0.000 8.263 >99
12 22.953 0.000 22.953 90.657
11 44.988 0.000 44.988 47.684
10 74.368 0.000 74.368 29.711
9 111.093 0.000 111.093 >99
8 155.163 0.000 155.163 >99
7 206.578 0.000 206.578 46.729
6 265.338 0.000 265.338 22.391
5 331.443 0.000 331.443 >99
4 404.893 0.000 404.893 >99
3 485.688 0.000 485.688 32.922
2 573.828 0.000 573.828 16.126
1 669.313 0.000 669.313 >99
Unreinforced Top Overturning
Lateral Soil Force P's 74.368 [lb/ft] Eq [5-29]
Distance for P's Y's 0.750 [ft] Eq [4-07]
Lateral Stlrchazge Force P'q 0.000 [ib/fr] Eq [5-30]
Distance for P'q Y'q 1.125 [ft] Eq [4-08]
Overtursling Moment M'o 55,776 [ft Ib/ft] Eq [4-17]
Weight of Gravity Wall Above Ww(m) 310.500 [lb/ft] Eq [4-09]
Resisting Moment Arm X'w 0.609 [ft] Eq [4-16]
Resisting Moment M'r 189.187 [ft lb/ft] Eq [4-15]
FS against Overluming FSot 3.392 Eq [4-14]
Design Standard Requirement FSot Minimum 1.500
07/27/2003 12:55 punu Page 19