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Kvamm� Conwltlng, Inc. <br />�625 72�d Av�nue W. <br />Uniwnfly FMace, WA 98166 <br />R�� <br />��a.,,.,.w <br />Slab <br />nw: <br />Dpnr. <br />DNc�iP�lon : <br />Scop� : <br />Multl-Span Concrete Beam <br />Job • <br />Wb: 8:33AM, 7 OCT 02 <br />Genarai Information Caleulatlom an dnlymd to AC131696 and 1997 UBC RpWmn�Ms � <br />Fy fi0,000.0 pei Spana Comidared CoMinuous Ovar Supporb ACI Dead Load F�dor 1.40 <br />fc 3,000.0 pai Stlrtup Fy 60,000.0 psi ACI Lire Lad Fador 7.70 <br />! Concrots M�mber InformaUon � <br />Description � � : ' <br />gpen rt' e.00 e.00 s.oa <br />Beam Width in��' 12.00 12.00 12.00 <br />Beam Depth inl 1.00 �.00 4.00 <br />EnA Fizity �^ p"�^ R"P^ <br />Reinfirciny Center �"! 0.20in2 0.20in2 0.20in2 <br />erorod! 2.00in 2 I <br />Left "n• 0.20in2 <br />e+� 2.00in <br />Right _ �"_•, 0_20in2 <br />Dead Load <br />�ive Lo.d <br />Resuks <br />Mmu � CMr <br />�x� <br />Mn • Phi <br />Max Q LeR End <br />Mn' Phi <br />Mau � Right End <br />Mn' P�i <br />Sheat� LeR <br />Shear � Right <br />k"R�� <br />k-R � <br />k-R' <br />k-RI <br />kl <br />Reactions 3 Deflections <br />2.00m .00 n <br />oza�z o.za�z <br />2.00in 2.00in <br />0.20in2 0.20in2 <br />2.00in 2.00in <br />�� <br />Yes Yes <br />o.ao o.ao o.ao <br />Beam OK Beam OK Beam OK <br />0.44 <br />3.80 <br />1.62 <br />0.00 <br />1.62 <br />-0.55 <br />1.82 <br />0.14 <br />1.50 <br />7.62 <br />-0.55 <br />7.62 <br />-0.55 <br />1.82 <br />O.M <br />5.�0 <br />1.82 <br />-0.55 <br />7.62 <br />0.00 <br />1.62 <br />Banding OK Bendirg OK BeMinp OK <br />0.2I 0.37 0.37 <br />0.37 0.37 0.24 <br />DL � Lell k � 0.00 <br />LL � LeR k� 0.74 <br />Total � LeR k 0.14 <br />DL � R;ght k 0.00 <br />LL � Rght k 0.10 <br />Total � Rght k�. 0.40 <br />Max. DetleUion ini -0.018 <br />� X = R �.02 <br />Inertia : Eflective _ iM W.00_ <br />I Shear Stirrups <br />StirtuDRebarArea in21 O.Z20 <br />Spacing � Lell inl Not Req'd <br />Spacing @ .2'L in� Not Req'd <br />Spadnq � .�'L im� Not Req'd <br />Spacing � .6•L in�i Not Req'd <br />Spadrg � .8'L in�l Nd Req'C <br />SpaGng � Rght in, Not Req'd <br />0.10 <br />0.40 <br />0.00 <br />0.10 <br />0.40 <br />-0.001 <br />4.50 <br />64.00 <br />Not Req'd <br />Not Req'd <br />Not Req'd <br />Nol Req'd <br />Not Req'd <br />Nd Req'd <br />0.40 <br />O.IO <br />0.00 <br />0.14 <br />0.14 <br />-0.016 <br />4.98 <br />H.W <br />o.zzo <br />Not Req'd <br />Nol Req'd <br />Not Raq'd <br />Not Req'd <br />Not Rp'd <br />Not Req'd <br />/ "i <br />