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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 /> Name Factory!Force(V)!Force(H)iX lenj WenMo, Mr <br /> Face Blocks(WI)j 1.00 514 :0.66 <br /> Il- <br /> Pah i 1.00 - E 151 I 1.42 214i — <br /> Pa_v i 1.00 1 0 ' 11.12 ; -- _ j — D <br /> Sum V/H 1.00 I 514 151 j 'Sum Mom 12141339 <br /> j <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_v: vertical surcharge pressure <br /> BEARING LOADS: NCMA <br /> Name Factor y:Force(1/)j Force(H)Jklen 1 Y len Mo;Mr <br /> . <br /> t � <br /> iFace Blocks W1 1.00 ' 514 -0.161 82 <br /> .I , <br /> _... ..._.... .. . .�_....._ . ., .._..._.. ._ .. <br /> Pa h ...1.00 l. 1..._...151. ....1 1 ....1.42 041 —.I <br /> Pa v I 1.00 j 0 1 — I-0.62' - — 19.1 <br /> Sum V 1 H j 1.00 151 i51 , ;Sum Mom 1214;-82 <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 />