Laserfiche WebLink
FORCES AND MOMENTS <br /> The program resolves all the geometry into simple geometric shapes to make checking easier.All x and y <br /> coordinates are referenced to a zero point at the middle of the base block for eccentricity calculations. <br /> UNFACTORED LOADS <br /> ... .. <br /> Name 'Factory!Force(V),Force(H) X-len 1 Y len Ma; Mr <br /> Face Blocks(WI) 1.00 454 s ,064 1 _ 1289 <br /> Pa_h 1.00 — 3... 122 -- 1.25 '152, - <br /> Pa_v i 1.00 0 <br /> 0 <br /> Sum V/H i 1.00 454 122 I Sum Mom i 1521289 <br /> W0: stone within units W1: facing units <br /> W2: soil wedge behind the face <br /> X-Len: is measured from the center of the base(+) Driving, (-) Resisting. <br /> Pa_h: horizontal earth pressure Pa_v: vertical earth pressure <br /> Pq_h: horizontal surcharge pressure Pq_y: vertical surcharge pressure <br /> BEARING LOADS: NCMA <br /> Name 1 Factory Force(V)1 Force(H) X-len Y-len 'Mo 1 Mr <br /> Face Blocksmi) 1.00 454 !. . -0.14 - ,-63, <br /> Pa h `. i .. — — 1.25 1152. — <br /> - .. <br /> Pa v _1.00 ; 0 i 122 _ { 0.60 i - 10. <br /> , <br /> &Um V/H 1 1.00 454 , 122 Sum Mom I152;-63i <br /> Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final <br /> n or construction without the independent review, verification, and approval by a qualified professional engineer. <br /> CornerStone Analysis and Design 5.1.21009.30 6 <br />