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• Rosswngineering Design ProjectTitle: <br /> Engineer: Project ID: <br /> Project Descr: <br /> WOOCI B@alll File=C:lUserslRyaniDesktoplENGINE-11Jobs1140011493L0-11CALCS11493.ec6 � <br /> ENERCALC,INC.1983-2014,Build:6.14.1.23,Ver.6.14.3.31 �. <br /> � cri i w <br /> ..s.s .M::.,..Ur,�. .-,�' �1 3w��ea�..._a.,'-`�p 6 , s�;,'' i ._-.. , �. . , .., _. . .. .,.. . ... . . .. , �. . . ... . <br /> ..�_„^�e. .. ,.... �.,. �_ ,.-. ,... .... '. :._ „. , <br /> Description: TYPICAL FLOOR JOISTS <br /> CODE REFERENCES <br /> - — -- - -- - _ _. <br /> Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 <br /> Load Combination Set:ASCE7-10 <br /> Material Properties <br /> — --- -- ---- --- <br /> Analysis Method: Allowable Stress Design Fb-Tension 850 psi E:Modulus of Elas[iciry <br /> Load Combination,�SCE7-10 Fb-Compr 850 psi Ebend-�c 1300ksi <br /> Fc-Prll 1300 psi Eminbend-xx 470 ksi <br /> Wood Species : Hem Fi r Fc-Perp 405 psi <br /> Wood Grade : No.2 Fv 150 psi <br /> Ft 525 psi Density 27.7 pcf <br /> Beam Bracing Beam is Fuily Braced against lateral-torsion buckling <br /> G�,O 016)L(0 053) <br /> ♦ ♦ ♦ ♦ ♦ <br /> ! I <br /> 2x10 <br /> Span=11.0 ft <br /> AppIIBd L08dS Se�v;ce 1�2.�1scnttre�i L_;:d�a�te:s_a;'�I!�e a1 ;�' �i ���i c�c'il�,�:Ons. <br /> Uniform Load: D=0.0160, L=0.0530, Tributary Width=1.0 ft <br /> DESIGN SUMMARY _.= �- � � <br /> Maximum Bending Stress Ratio = s�.o2� 1 Maximum Shear Stress Ratio = +:;.��36 : 1 <br /> Section used for this span 2x10 Section used for this span 2x10 <br /> fb:Actual = 585.47psi fv:Actual = 35.34 psi <br /> FB:Allowable = 935.00pSi Fv:Allowable = 150.00 pSi <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span = 5.500ft Location of maximum on span = 10.237ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.137 in Ratio= _" <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 <br /> Max Downward Total Deflection 0.178 in Ratio= -... <br /> Max Upward Total Deflection 0.000 in Ratio= <180 <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.""Defl Location in Span Load Combination Ma�c."+"Defl Location in Span <br /> D+L 1 0.1778 5.540 O.Q000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 SuppoR 2 <br /> _ _-- -- - -- -- _.. _ _ <br /> Overall MAXimum 0.380 0.380 <br /> D Only 0.088 0.088 <br /> L Only 0.292 0.292 <br /> D+L 0.380 0.380 <br />