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Kvamm� Carultlnp� �ne. TNN : JoE t <br />�626 7tnd AvMue W. D�Ynr. D�h: t0:10AM, 7 007 02 <br />UntwrsNy Plau, WA 96NE ��� � <br />Concrete Rectangular b Tee Beam <br />to' long <br />; G�n�wl I�fortnatbn C�eW�aw �n drfpn�d to AC171bi6 �nd 19W UBC Rpulrwn�nb � <br />Sp�n 10.00 R fc 2,Q00 psi <br />p�pth 21.00OIn Fy �O,OOOPsi <br />VYklh 8.000 In Conasle 1A1t. 115.0 pd <br />Sebmk lone � <br />End Fudly Fbnd�Fbied <br />Bsam WeiCM AddsO IMemNly Livs Load �ds wiM ShM Term <br />� RNnioreiny � <br />re.wr e c«,w d ewn... we.. g �.rt ena a ewn... rt.e.r g w�ne ena a eam... <br />Caunt Siza 'd han Top CouM Sias 'C from Top CouM SW '? from Top <br />�1 2 5 21.00In i1 2 5 21.00 M tt 2 5 21.00 in <br />�2 2 5 3.00 in A2 2 5 3.00 in t2 2 5_ _ 3.00 M <br />UnNam Lwds <br />Liw LoW <br />0.900 k <br />sPa� • i o.00rt. wam= e.ao� o�m = z4.oa� <br />�h�dmum MomaM : Mu -T6.92 k-R <br />AIow�01s Mom�nt : Mn'phi 37.86 k-0 <br />AA�umim Sl�ur: Vu 10.41 k <br />ANow�bls SAear: Vn'phl 27.73 k <br />Sl�rlUm�ps... <br />Stlrtup Area Q Secflon 0.220 in2 <br />ReS,ioti 0.000 1.687 <br />Max. Sp�dnp /0.500 10.500 <br />Max Vu t0.10B t0.I08 <br />Sh�ar Forca <br />Bw�dinp... <br />� Gnter <br />�LeR End <br />RIpM EM <br />SM�r». <br />Q Le1t End <br />� RigM EM <br />' DetlsetlOn <br />�7.86 k-R <br />37.88 k-R <br />37.86 k-R <br />Vn'Phl <br />27.73 k <br />27.73 k <br />DL + (Bm WI] <br />DLtLL+@mWll <br />DL * LL+ ST+ jBm Wl] <br />Rwetlan... <br />�.•��nn <br />DL + LL � j8m VYt] <br />DL * LL + ST � [Bm WIj <br />Short Tertn <br />k <br />�axin,um oell.ctlon <br />Mu Re�ctbn 0 LeR <br />Mnt RSWIon � RipM <br />J.333 5.000 <br />Nat Rea'd Not Reu'd <br />Mu, Eq. 9-1 <br />13.38 k-R <br />-28.92 k-R <br />-Y1.08 k�R <br />Vu, Eq. 0.1 <br />10.41 k <br />9.32 k <br />0.0000 (n at <br />�.0000 in at <br />0.0000 tn ri <br />� Lell <br />5.�95 k <br />10.151 k <br />10.154 k <br />O.0000 R <br />0.0000 R <br />0.0000 R <br />ShR End <br />0.000 R 12.500 R <br />Beam Desipn OK <br />-o.aou m <br />70.15 k <br />9.53 k <br />8.887 8.313 <br />Not Raq'd /0.500 <br />4.478 9.319 <br />Mu, Eq. 42 M <br />12.18 k-R <br />-24.50 k-R <br />-20.13 k-R <br />Vu, Eq. L7 <br />9.�8 k <br />8.49 k <br />Qr RiaM <br />5.188 k <br />9.530 k <br />9.530 k <br />�o.aoo n <br />t0.S001n <br />8.57 k-R <br />-13.72 k-Il <br />-71.07 k-Il <br />Vu, Eq. N <br />5.72 k <br />1.83 k <br />-0.0023In N 5.1800R <br />-0.0013 in at 5.2000R <br />-0.0013 in n 5.2000R <br />