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� SE\T 8Y: 3-16-94 ; 2'47P�W : H\TE3 QELLE�1iE» 206 342 81fi7:T11l19 <br /> 1 <br /> I � Horixontal Stress Surcharge Against Manhole <br /> � � Versus Depth Below Grade <br /> ; <br /> � o <br /> � a <br /> I <br /> � 4 <br /> � 5� ' �r I_,�„ h�:InuJ <br /> w 3�.� �C'e .. <br /> c <br /> �y 6 <br /> u <br /> G 9 <br /> I � <br /> ti � 8 <br /> ` o . <br /> � � <br /> � 10 <br /> � <br /> a <br /> u <br /> Q Asswnes: <br /> . 12 ' i8 kip wheel losd wi Siz Eeet <br /> of Manhole Edge <br /> � 14 P <br /> ,,n,•. `r1;,7 "�r�tT' /�� <br /> �6 r <br /> 0 50 � 100 150 200 250 300 350 400 <br /> Horizontal Stcess 5urcharge in psf <br /> Hart Crowser 7/93 <br /> Figure 1 J-3665-01 <br />