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, \ <br /> . �.. <br /> ` �J <br /> ANCHOR POClCE7'DFS�GN SPREADSHEET <br /> VFRSION 2.0(721/0� <br /> DESIGN ASSUMP170N5 � <br /> E70)0(Elauodes For All Welding <br /> Cover Plua Welded ro flange et Each End.Along Nertow EnA&Ruumed po.m�ge Abng Pile Web <br /> Web Sti(fener Platex Are Full Depth,Arc Fluah At Bearin8 Eod,&Welded Full Lrn &Alon Bprin End <br /> � B B On Chie Side Only <br /> COPlP18CilON INPU7'DATA <br /> A��+� Mu <br /> Plate Design Deaign Design Fl�n e <br /> Pile Steei Anehor Pile Pile Wid� �N� � W� Mu Max <br /> Pile Gnde Grade rn�k �P� 7Liek C1non1 C1but <br /> Loui Momrnt Mommt b� 4 d <br /> Gse Sx�on (Icsi) (ksi) (k) (R-k) Rr Width Am <br /> 1 :,WUx30; ::�50.0..-r�� � ;.i�, ..�,, .+� >' �R-k) (in) (in) (in) (in) j�n) (m°) <br /> � .,-36.0.., :�60:0;._ :�:100.0��� I15.5 6.730 03B5 13.&0 0.270 3.17 I.0 <br /> DESIGN CALCU[,A770N5 FOA COVER PLATE <br /> Cova RM'd Daigo R d <br /> Mu DaiB� Plate Weld Weld � �� RO9'd �� RM�d Dai/n <br /> � CLtout Cutout E70%X Lrngth �� Wel� �0V« C0� Cova Cova <br /> �^8� Weld Retum pine �O� <br /> Force FoRe Weld Size L P��� P�+u Plau p��u <br /> L WidtM1 Lrng�h 7Lick Width Width [,rng�ry �� <br /> Gse (k) (r) (in) ���� ���� ���� <br /> � 40.3 3C.9 ;�:O.YSUU��. 94 ii�;:tOQ :`--�25:.:; ZS ;;0373:�c 2.82 ��� (in) (in) <br /> �3-�'..� 21.0 ��:.I1�.Q�_. <br /> DESICt:CALCU1,A770N5 FOR WEB STIFFENER <br /> Toul Da�� Req,d <br /> Single SNf�ma Req'd Weld 4 Stif&ner <br /> StitRna E70XX Stiffiner Weld Stiffrna Com R�'d �i� Aliowable <br /> Force Weld Size 7hiclmas Lrn th � 5��� Sti�� Sdrc°^n Sdtibna <br /> Case �� B �Bth Aree ��Vidlh WidN "b/P ^yh• <br /> G°) p") ('"j (�n) m' <br /> � _30.0 -03500;�. 1.�0.500�:: 8.1 O Gn) (�n) Rauo Ritlo <br /> : 12.0�':' 1389 2.8 :��.�. �.0�:�:'' 8.0 10.7 <br /> DESIGN CpLCULATIONS FOR PIPE STUB-OU! <br /> Assumed <br /> Ascumcd Vertical Pipe Perimeter R d <br /> Anchor Anchor S1ub-Out W��d � ��� <br /> Weld Weld <br /> Uecline Load O.D. Lamgth Size Size <br /> Case (deBl (k` (��� <br /> � �in) (inl (in) <br /> 20.0 20.5 4.5 I4.I 0.098 0.7,�pp <br /> TAQLE 2 � <br /> �HUR PCK;Kh T DESIGN ') <br />