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,,..... f1 Si 20/ 5- ee jC./ Version. 3.1 Designed on: March 2,2016
Beams/Joists Analysis and Design n
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$etun nr. zn a G:r ler rJoist or Raft F `
Member# Alt''''at °` r "r Eio r:,p
Location: Main Floor Rcpetitivc Us ,i vc N,a -
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Nominal Size: (1 ) 4 x 6 liicisad for PT # Ye% No
Species= Douglas Fir Larch Frat,)se t , ` s.. v£ ,+�,I
`*Dimensig(Lumber**_. Grade= No.2 ' sture Co , 0 MA o 19
Span(L)= 1 ft -6 in :.` r at v , 2&, 125 150, ...
Tributary Width(B)= 0 ft -0 in
Unsupported Length(lu)= 1 ft -0 in .-P
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ili111tt111tlttiltltliilttlititllifl ItIlllIII1111ifll1ttlltl 41141 Iia LOADING Load T Fp
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Dead Load bn yrr
_.w(pS 16__.
R1 R2 oini) a{ft� 0.75 P( '= s(
1035 lb 1035 1b Point 2 aft = 000 P _ Q=
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Stress and/or Deflection Check -► OK :-:__..__...—.:_,._:---::__—�.::_- i i
A-c-t u a I: A//owpble Ratio Floor Live Unlfg o w,i +_ 1 i.
Max fv(psi)&V(lb) 81 1035 175 2241 46%
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CD=1.00 o1n.[ _.__... a _ ... �_ _ o} i
Max fb(psi)&M(lb-ft) 830 776 1043 976 80%
Total Load Max.Defl.(In) -0.01 L/2025 U240 0.08 12%
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Live Load Max:Defl;(in) -0.01 U2396 L/360 0.05 15%
Adjustment Factors
1500_ forFb forFv ford
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. Wet Service CM= 0,85 0.97 0.90 4 '
�,__ Temperature Ct= 1.00. 1.00 1.00
SOO ` �', Beam Stability CL= 1,00 N/A ,
N/A 4
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.1500. ... Size CF= 1.30 N/A N/A 4
Shear Force,V(lb); Flat Use Ch,= 1.05, N/A N/A 4
Incising C;= 1,00' 1:00 1.00
Repetitive Member Cr= 1.00 N/A N/A
1000.- Buckling Stiffness CT= N/A N/A 1.03 4
(Cr for Emin only)
500= z Design Values in psi
, Fb. ,,,,Di Emir}
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p " Reference 900 180 1600000 :'MOW
Adjusted 1043 175 1440000 82200(
Bending Moment,M(lb-ft) >
Section Properties
breadth(b)= 3.5 in
>-- depth(d)= 5:5 in4.
Area(A)= 19.3 in"2
Section Modulus(Sx)= 11.2 in^3
Moment of Inertial(Ix)= 19.7 inA4
Total Load Deflection(in)
4