Laserfiche WebLink
P�'�� beiTy mild�et�n <br /> lAc�don:IOT WDW / <br /> Mt�loaded Mu�Span B�m S�P�C��C 4� 9100 beltimo»� <br /> (Z009 I��Eernatbor�el Buildir�Code(2�06 ND�J � <br /> (2)1.75 Ild x 9.251N x 7.a FT •''�'�� ���� <br /> 7.9E Micrdlem-iLs�l Trt�Joist <br /> Sedfon Adequ�e By:82296 Stru(�ic Verslon 8.0.100A lQI2�00�2:2b:02 PM <br /> Pac�or.Defle�tion <br /> � <br /> •Lamir�atlons�e to be h� oonnec�ed 10 unitcrtn tra�fer of loeds tio ell membere <br /> S� <br /> lJve I:oad 0.07 W U1218 <br /> D�sd Load O.O:i bi <br /> Tolal Load 0.10 IN L1874 <br /> Live Loed Deflecdott Criberla:U,80 Tot�t L�oad DmBection Cn'�rfa:U480 <br /> �� <br /> Llve LAed 19Q0 Ib i980 m <br /> (�ad Loed 770 Ib T/0 Ib <br /> Tdttl Laed 279Q Ib 2730 !b <br /> 1.04 in 1.04 in <br /> � <br /> Span LenBth 7 R <br /> tk�xao�d t�-Top 0 ft �R <br /> Ur�xaoed[ra�h-8otlatt 7 R <br /> Live Loed Durotion Factor 1.00 <br /> Mobch Da 0.00 <br /> Sc�� <br /> 1.9E Mkx�d�am-ilevei 7'nis.lotst UnNomt Lhre 1.oed 58Q pr <br /> � Uniform Dead I.o�d 2SQ pM <br /> 6a�dtr�g s'�e�: Fn= <br /> �eoa a� �'= �ea � e�m se�rwe�M to pr <br /> f�1.00CFai.04 Tctai UnlOorm Laad 780 <br /> S11ear Sbess: Fv i � psl FV a 286 �i <br /> Cd=1.00 <br /> Modulus of Eba�dly: E= 1900 kst E'■ t900 ksl <br /> Cornp.-�bo(�ratrc Fc-1= 7S�D paf Fc--�'� ?fi0 psi <br /> GoMrolGt�Moit�nt: 4778 R-ib <br /> 3.8 R iran I�R sup�od of s�en 2(CeMer Span) <br /> Created by oombining aU dead loads and Gw toads on apan(s)2 <br /> Cor►tnolang Sha�: 2130� <br /> At a dfslsnce d trom IeR suppoR of span 2(Cermer Span) <br /> Ctee�ed by oort�bh�ng all d�d loads and N��e lo�ds on e�a�s)2 <br /> Canpa�s with reqWred�ns: B�SI Ei�JdSd� <br /> Sectlon Mod�s: 21.29 in3 49.9! in3 <br /> Area(��: 11.21 in2 3.2.35 ir�2 . <br /> Mort�of lnerbie(dstlodiai): 1 Z6.78 k�4 290.84 in4 <br /> �Aoment: 47781t-Ib 11204 R-�b <br /> �eaw. 2130 Ib 6i51 b <br />