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

I•
Persion: RisiwaO S.l 030
ENGINEERS, LTD.
Project Name: North Eagleview Drainage Channel
Site: #3 to F S/ ~ Prepared By:

Contact:
Phone: BURNETT CONSULTING

TOM BURNETT
[phone]
Tensile Overstress 2 FSot(2) 1.0 3.316 OK
Tensile Overstress 3 FSot(3) I.0 5.337 OK
Internal Sliding 1 FSs](I) 1.5 6.449 OK
Internal Sliding 2 FSsI(2) I.5 11.022 OK
Internal Sliding 3 FSsI(3) 1.5 31.802 OK
Connection 1 FScs(1) I.5 2.962 OK
Connection 2 FScs(2) 1.5 3.954 OK
Connection 3 FScs(3) 1.5 5.717 OK
By SRW Course
Bulging 1 FSsc(1) 1.5 >99 OK
Bulging 2 FSsc(2) 1.5 16.126 OK
Bulging 3 FSsc(3) 1.5 32.922 OK
Bulging 4 FSsc(4) 1.5 >99 OK
Bulging 5 FSsc(S) 1.5 >99 OK
Bulging 6 FSsc(6) 1.5 22.391 OK
Bulging 7 FSsc(7) 1.5 46.729 OK
Bulging 8 FSsc(8) 1.5 >99 OK
Bulging 9 FSsc(9) L5 >99 OK
Bulging 10 FSsc(10) 1.5 29.711 OK
Bulging 11 FSsc(11) 1.5 47.684 OK
Bulging 12 FSsc(12) 1.5 90.657 OK
Bulging 13 FSsc(13) 1.5 >99 OK
Bulging 14 FSsc(14) I.5 >99 OK
Pane12 Detailed Calculations:
Panel Data
Tohel Height H 7.250 [ft]
Upper Slope p 9.000 [deg]
Surcharge q 0.000 [psf]
Mininmm Embedment Hemb 1.000 [ft]
Base Inclination I 0.000 [deg]
SRW Data
Height Hu 0.500 [ft]
Coping Height Hcu 0.250 [ft]
Face Width Lu 0.667 [ft]
Weight W'u 46.000 [lb]
Setback 0u 0.062 [ft]
Depth Wu 1.000 [ft]
Cen[er of Gravity Gu 0.500 [ft]
Facia Battet ~ 7.120 (deg]
Initial Sheaz Capacity au 1920.000 [lb/ft]
Maximum Sheaz Capacity Vu(max) 8220.000 [lb/ft]
Appazent Sheaz Angle 7vu 43.000 [deg]
07/27/2003 12:55 pmm
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