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�IT-�9 . . __ ��+✓�tc�/ ;— -- -- ---- <br />tf�ilif!{fffiEfiiilllittiiiiiif , tiiiiftfiiiffiitili{t <br />TIMBER �OIST OES1N' <br />Ll= 50 PSf OL• 8 PSF <br />FE•1250 psi Fr• 95 psi <br />fh•1111 D+� N• 66 osi <br />pUAATIDN OF LOAO FACTOR, <br />MULTIPIE J015T FACTOti, <br />TL• SB PSF FLOOR <br />E•1100 kii <br />M= 2.1 t-ft <br />LU= t fb/LO• I171 psi <br />LF= 1.15 fb/LFlLC• 10I8 psi <br />70IST 6RRGE CF12 <br />2 x !0 7aists ! :4.0 in.O.C, <br />SPAN=12.00 ft. END REACifON= 696 16s.ldoist <br />YALL OR BEAM LOAG= SIB IOs./ft. <br />-------------------------------------------------------- <br />S■ 21.1 in-3 Peq'd 5= t7./ in-3 <br />p= 13.9 sq-in. R�q'd A= A,3 sq-in. <br />TOTAL DEFLECTIDN = 0.32 in. L/ 117 <br />LIVE 10A� UEFIECTION= 0.28 in L/ Sl9 <br />saasaazezz"'zee'ss s'sess sevz"o""ez'='e ae'a'e"va'e=eaeea <br />81 <br />SIAPLE SPAN BEAMS FULL lIN1F0AM LOAU <br />SPAN= tl ft. w= .696 Kips/ft. <br />p�= 4.9 kips RA= 4.9 kips <br />MAIIMOM POSITIVE lIOMENT= 17.05 KIP-fT. <br />■{iii[iii!]titiiSiitiiiiiiSf i i21i6 1 i6 llii� <br />SPECIES SELECiEO■ OFt2 4I LOAG CURATIUN= 1 <br />F6• 1250 p�i Fv= 95 psi Fp� = 625 psi E= 1700 ksi <br />fp• 1123 pti H= 76 psi Cp= 625 psi <br />BEAII SIiE SELECTEO = 4-Y z 11 <br />S= 182.3 in-3 Rep'd 5= 163.7 in-3 <br />A• 81.0 sq-in. Req'd A= 65.2 sq-in <br />MA1.BR6.AREA REG'C= 1-2 z z 1.3 in.lonq, IA6= 7.8 sq.in.l <br />1• 1230 in-1 <br />TOTAL GEFLECTIa+■ 0.29 IN. <br />TOTpI DEFLECTION•U 581 <br />lIOM.IMERTIA REYO FOR L/210 TL= 506 IN-4 <br />MOM.INERTIA REGD FON L/360 TL= 758 IN-1 <br />.::::__:_': ____�___________________________________________ <br />B2 <br />SiMPLE SPAN BEAMS FIILL IINIFORM LOA� <br />SPRN= I� ft. w= .318 Kips/ft. <br />RL� 2.1 kips RR� 2.4 ki0� <br />MAKIMUM POSITIVE MOMENT= 8�53 KIP-FT. <br />iiiiiliii[i22li E 3 S i <br />SPECIES SELECTEO= UFt2 11I <br />Fb• 1250 psi Fv= 45 psi <br />fE= 1123 psi H= 76 psi <br />BEAM SIlE SELECTE� = 2-2 x ll <br />5= 91.1 ln-3 R!q'd S= <br />R• 10.5 sq-in. Req'd A■ <br />MAK.BR6.AREA REo'0= 2-2 x z <br />!• 6lS in-1 <br />TOTAI GEFLECTION= 0.29 IN. <br />10TAL DEFLECTIOM=U 581 <br />IIOII.INERTIA REOC FOR Ll210 TL• <br />MOM.INERTIA REGG FDR L/360 TL= <br />LOAU QUAATION= l <br />Fp' � 625 psi E• 1700 ksi <br />Cp= 625 psi <br />81.8 in-3 <br />52.6 cp-in <br />1.3 in.long, IAb= 3.9 sq.in.l <br />253 IN-1 <br />379 IN-4 <br />t[�iilll tii�ttiiEtiitttiiltiiitifiii li1�iCLiiittf� <br />------ - -- -- ------ -- / <br />