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Proj�ck?A07�8 <br /> Loeatlon:C�RT.ROOM HDR.2 ��m�� / <br /> �u-�o�ded Munt-ss�� �S1Pf1�IC4� at�o�&� <br /> ��M����N�» �...�+�"''� t�aine�5644Si � <br /> (2)1.76Wx14.OtNxl3.SFT <br /> 1.8E Mi�ollam-ilaevel 7'rus Jdst <br /> Sedlon Ade�Ay:17.796 �u(�lc VecaloR B.O.t00.0 1 W18J20081:17:09 PAA <br /> Coribiol Factor:Dellecdo� <br /> ��� <br /> "Lan�atlor�s a�e to be cotn�ted no e unitorm Kanshr of loads to aM membera <br /> S� <br /> Uve t.o�d 0.20 IN U814 <br /> D�!Loxd 0.08 ia <br /> Tdal Lcad 0.29 IN tJ696 <br /> I.fae E�oad Daflactlon(�U48D 7o4a1 l.oad bef6ectlot�Cri�fe:V�480 <br /> A � <br /> l.ive Loed 2734 Y� 2734 1b <br /> Oead Load 1204 b 1204 fb <br /> Tafel Lq�d 3907 b 3�C�7 lb <br /> 1.50 in 1.50 in <br /> Span L,ength 13.5 R <br /> Unbr�cad Length-'fop 0 R ��� <br /> Unbrac�d Lsnpqt-8ottom 13.b R <br /> (.iNe�oad Ouraqon Fax� 1.00 <br /> IVo6ott 0.00 <br /> �t <br /> Uniform Uve t�d 3a0 pif <br /> i.9E Mfa�Aem-N.evef Trt�s.�St Un�orm Deed Load t2D plf <br /> Ba�e Vafuaa B�n Salf Wel�t 15 pf <br /> Bendkp 3tress: Fb= 2e00 psf Fb'_� P� To�at tkdfomf Load �6 <br /> Cao1�1.00 Cf�0.98 <br /> Shear Stres� Fv= 285 pti FV` 285 psi <br /> Cd=1.00 Laed Numbsr g� <br /> Modulus ot Et�dty: E= 1900 kei E'= 1900 kef LeR LiNe IAad 86 plf <br /> CO�Itp.1 to Gr�: Fc-t s 790 � �_1: ,� � I.AR 081td L08d 43 plt <br /> R�M Live Lo�d �S plt <br /> Conb�oUt�g Mornen� 13�289 R-IG f�Dead Loed 43 plt <br /> 6.75 Ft front left su�pat of span 2(Ce�ter Sper� Lad Stmt 01t <br /> Croalsd by ooml�ng aN dead loads and Nve loads on apsn(s)2 Loed End 93.$R <br /> Conlydi[ng Sh�r: 33071b Lo�d Le 93.5$ <br /> At a�t�oe d trom left su�port oT e�2(Ce�tter Span) <br /> Cr�d by car�bining ait de�d lo�and Yv�e lo�ds oa�epen(s)2 <br /> Compar�ons with required sections: $� � <br /> 3ec�on Modulu� 8�2.83 irz3 114�33 irKi <br /> Area(Sha�: 17.41 tr�2 49 irt2 <br /> MomaM of k�eNa(defleCtio�'1): 6i9.71 in4 800.33 iR4 <br /> MomeM: 13289 ft-Ib 2�58 ft-Ib <br /> Sheer: 33071b 93101b <br /> � <br />