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Flat Use Factor Cf.,b= 1 11D5201843.7forlumberand53.7forglul- <br /> Incising Factor Ci,b= 1 NDS 2018.C1438 <br /> Repeating Member Factor Cn = 1 NDS 201843.9 <br /> Positive Bending(NDS 2018 2.3) I - -- -- -- -- - - -- - <br /> Governing Duration Factor-Positive + <br /> CD b= 1 NDS 2016,Cl 2 3 2 <br /> Bending <br /> Fully Braced Allowable Positive Moment M*+ = 30500lb-ft NOS 2018,C13.33.8 <br /> Equivalent Moment Factor Calculation- + _ <br /> Cb!'able AVIC iR14,CI1_.1.3.3 <br /> Positive Bending <br /> Span Length L(1n) Span T Maxlmum Moment Al„„,Ob-ft) Q1Moment AlApb-ft) Q2fdoment Afo Ob-RI I Q3 Moment Alr•Ob ft) Mtdod.Factor Ca <br /> 10.6 Cant -17.4 -1.11 -4.44 10 _ 1 <br /> 48 Int 3670 3300 2560 1300 1.38 <br /> 5A Cant -4.56 - -2.55 -1.12 -0.268 1 <br /> Governing Buckling Moment Calculation- + k-factor AVIC TRg1142.1.3.44 Load eccentnoW factol:AVX TR14 <br /> �ic+,Table 2.1.3.1 G aUw iASV TR14 2.m.menc AVI TR I4 2.1.3.2 Beam <br /> Positive Bending y <br /> Span Length L(in) _pan Type k•Factork Load Eccentricity FactorC Governing Buckling Moment A[„(Ib-ft) Beam Stability Factor CL At 10L OL•ft) <br /> 10.6 Cant 1 0.307 809000 0.998 0 <br /> 48 Int 1.72 0.587 470000 0.997 3680 <br /> 5.4 _ Cant 1 0.271 1390000 0.999 _ 0 <br /> Governing Beam Stability Factor-Positive + <br /> CL - 0.997 AY CTRI4,Cl 2.1.3.4 <br /> Bending <br /> Adjusted Bending Strength-Positive + <br /> Bending Pb - 1990 psi NOS 2018.Table 4.3.1 <br /> Applied Bending Stress-Positive Bending fb = 241 psi <br /> Negative Bending(NDS 2018 2.3) - <br /> Governing Duration Factor-Negative <br /> Bending Cp,b= 0.9 NOS 2018.C12.32 <br /> Fully Braced Allowable Negative Moment Me- = 27400 lb•ft NDS 2018,C13.3.39 <br /> Equivalent Moment Factor Calculation _ <br /> AVIC TRt i,Cl2.1-3.3 <br /> Negative Bending �•� <br /> Span Length L(m) Span Type Maximum Moment Af_Ob-(t) Q1 Moment AlA Oh-(t) Q2 Moment.%Oh-ft) Q3Moment AlCoh-ft) MMod.Factor <br /> 10.6 Cant -17.4 -1.11 -4.44 -10 1 <br /> 48 Int 446 402 345 192 1.3 <br /> 5.41 Cant -4.56 -2.55 -1.12 -0.268 1 <br /> Governing Buckling Moment Calculation- _ _ k-ractor.AVIC TRI42A.3A Load ec(entricuy factor,AVIC TRI4 <br /> IVIcrTable '1.3.4Governingg bucklog momenUAVITR142.1.3.2Beam <br /> Negative Bending 5tabi6tyfaclor,AlV TR142.1.31 <br /> Span Length L(i�) Span Type k-Factor k _Load Eccentricity Factor C Governing Buckling Moment Al.Ob-n) Beam Stability Factor Ci At-/CL(lb-ft) <br /> 10.6 Cant 1 0.307 809000 0.998 -17.5 <br /> 48 Int 1.72 0.587 4440001 0.997 -17.5 <br /> 5.4 Cant 1 0.27 1 3900001 0.999 -4.56 <br /> Governing Beam Stability Factor-Negative <br /> Ci = O.0.997 AVIC TRI4,CI 2 L 14 <br /> Bending <br /> Adjusted Bending Strength-Negative I Fb_ - 1790psi NOS 2018,Tab'e43.1 <br /> Bending D F <br /> Applied Bending Stress-Negative Bending fd = -1.14 psi <br /> Shear Design(NDS 2018 3.4) <br /> Governing Duration Factor CD = 1 NDS 2018,Table 332 <br /> Wet Service Factor CARD = 1 ND52018 Supp'emenl L l� <br /> Greenfield Rev 3 Page 51 of 52 <br />