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Span A Load Combinatlon _6owning Moment Al pb-tt) Nlowab!e Moment Al'pb-n) - UtlNatbn <br /> 3 1.OD+0J51-+0.751-r+0.45W,dn2 -4.56 - 48800 0.0000934 <br /> 3 1.OD+0.75L+0.75S+0.45W,dn2 _ -4.56 48 800 0.0000934 <br /> 3 1.OD+0.75L+0.7511+0.45W,dn2 4.56 48 800 0.0000934 <br /> 3 1.OD+0.751-r+0.751-2+0.45W,dn2 -4.56 48 800 0.0000934 <br /> 3 1.OD+0,75S+0.75L2+0.45W,dn2 _ -4.56 48 800 0.0000934 <br /> 3 1.OD+0.75R+0.75L2+OA5W,dn2 -4.56 48 800 0.0000934 <br /> 3 0.6D+0.6W,up2 -2.73 48 800 0.0000561 <br /> 3 1.OD+0.7Ev+0.702 -4.56 __ 48 800 0.0000934 <br /> 3 1.0113+0.751-+0.75S+0.525Ev+0.525Eh2 -4.56 _ 48 800 0.0000934 <br /> 3 0.61)+-0.7Ev+0.7Eh2 -2.73 48 800 0.0000561 <br /> 3 1.OD+0.75S+0.525Ev+0.751-2+0.52502 -4.56 48 800 0.0000934 <br /> Governing Bending Moment M= 36701b•ft <br /> Adjusted Shear Forces AV= <br /> _ toa_d Combination Duration Factor Cp Applied Shea r V hb) Adjusted Shear V/Cp Ob) <br /> D+F 0.9 - 439 - 488 <br /> --- --- D+H+F+L 1 3320 -- 3320 <br /> -- D+H+F+L_r 1.25 439 351 <br /> - D+H+F+S 1.15 439 382 <br /> -- D+H+F+R 1.15 439 382 <br /> D+H+F+0J5L+0.75 1 r 1.25 2600 2080 <br /> D+H+F+0.75L+0.75 S 1.15 2600 2260 <br /> -- D+H+F+0.75L+0.75 R 1.15 2600 2260 <br /> D+H+F+0. K& 1.6 439 274 <br /> D+H+F+0.7E 1.6 439 274 <br /> D+H+F+0.45W_dn+0.751-+0.751_r 1.6 2600 1620 <br /> D+H+F+0.45W do+0.75L+0.75S 1.6 2600 _ 1620 <br /> D+H+F+0.45W_I n+0.75L+0.75111 1.6 2600 1620 <br /> D+H+F+0.525E+0.75L+0.75S 1.6 2600 1620 <br /> 0.6D+0.6W,up+H 1.6 263 165 <br /> 0.6(D+F)-OJEv+0.7Eh+H 1.6 2631 165 <br /> Governing Shear Force V= 33201b <br /> - - -- I Elastic Modulus(NDS 2018 2.3) I ----- - -- -- <br /> Wet Service Factor CAt,E= 1 tio52018 Supplement <br /> Temperature Factor C1,E= 1 NOS 2018,Table 2.33 <br /> Incising Factor C(,E= 1 NOS 2018,C14.3.8 <br /> Buckling Stiffness Factor CT= 1 NDS2018,04A.2 <br /> Adjusted Modulus of Elasticity E' = 1800000 psi NOS 2018 Table 431(Iumbe,).S 3.1(glulamL 83A(SCL) <br /> Adjusted Minimum Modulus of Elasticity 9.in = 580000 psi NOS 1018 Table 43-1(lumbe,),5.3.1(glu,am),8-3.1(SCL) <br /> Adjusted Axial Stiffness EA= 165000000lb•ft/ft <br /> Adjusted Flexural Stiffness E'1= 13 700 000 110-W <br /> Section Bending(NDS 2018 2.3) <br /> Load Applied on Compression Side? Yes AwC Till 4.C12.134 e <br /> H <br /> Lateral-Torsional Buckling Occurs? LTBFlag = <br /> Wet Service Factor CAI,b= 1 <br /> NOS 2018 Supplement(Tebles4Aand 51,� ' <br /> Temperature Factor Ct,b= 1 NOS 2018,Table 23.3 <br /> NOS2018,C14.3,6 <br /> Size Factor CF,b= 1 <br /> Greenfield Rev 3 Page 50 of <br /> 5552 <br />