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Summft Engineers 3 Surveyor� T�� �` �� � �J �� <br /> 2216 Old Highway 99 South Dsgnr. Date: 9:02PM, 12 MAR 02 <br /> Mount Vemon,WA.98273 ������ <br /> Calculatlons by YSK g�ope; <br /> - - - - - -- --- -- - - - _ — - -� <br /> u""`�.,.'Nw°'0°oeowi9.v«s.�.azx����isvv.w.uz Single Span Beam Analysis P� � ' <br /> �q�yy�.yy�N��i� c:\ec\kiocso ecw:Calculahons <br /> Description <br /> � — --- -- —— —� <br /> LGeneral IMormation <br /> Center Span 20.00 ft Moment M Inertia 1,000.000 in. <br /> Left Cantilever fl Elastic Modulus 29,OOD ksi <br /> Right Cantilever fl Beam End Fizily Fiz-Free <br /> - -- ...—�--- --- -- - ----.._ .. .. - --�-- �— ---- - -- - -- --------� <br /> �Unifortn Loads <br /> On Center Span... On LeR CanGNver... On Right Centilsver... <br /> M 1 0.790 kfft 81 kfR •1 Wfl <br /> _ . _. . � -- � -- � - - - ------ ----------- � - -- --- �- ----- - -� <br /> �PoiM Loads <br /> Magnitude 0.368 k k k k k <br /> �'� Lccation 20.000 fl fl h h ry <br /> - - - — - --_ _ _. . . -- - ----- --- --.. -- -- ---- ----- �-�� <br /> ��uery Values <br /> Center Location 0.000 ft Left Cant 0.000 fl Right Cant 0.000 fl <br /> Manenl -765.36 k-fl 0.00 k-fl 0.00 k•ft <br /> Shear 16.17 k 0.00 k 0.00 k <br /> Deflection O.00ODO in 0.00000 in 0.00000 in <br /> Summary - — - - - I <br /> Moments... Shears... Reaclions... � <br /> Max�@ Center -165.36 k-tl at 0.00 ft @ Left 16.17 k �Left 16.17 k <br /> Max-@ CeNer 0.00 k•fl at 20.00 fl �Right 0.00 k �RfgM 0.00 k <br /> Maximum 0.00 k <br /> I@ LeR Cant 0.00 k-fi <br /> , �Right Cant 0.00 k-ft ���5"' <br /> i �Center 1.000 in at 20.0011 i <br /> I,Maximun = 166.38 k-ft �Lell Cant. 0.000 in at 0.0011 <br /> �RigM Cant O.ODO in at 0.0011 � <br /> ��� <br />