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Specifications
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P14 tv- 5 h7A- 1 L ; (4-- 4 z,4-Z 61,041,L (. c) rv\ t BeamChek v2.4 licensed to: Thomas Shaw,Architect Reg#2308-64026 Building Specialties 4 x 4 purlin Date: 11/30/10 Selection 4x 4 DF-L#2 Lu=0.0 Ft Conditions NDS'91 Min Bearing Area R1=0.4 in2 R2=0.4 in DL Defl 0.05 in Data Beam Span 6.0 ft Reaction 1 LL 150# Reaction 2 LL 150# Beam Wt per ft 2.98# Reaction 1 TL 249# Reaction 2 TL 249# Bm Wt Included 18# Maximum V 249# Max Moment 373'# Max V(Reduced) 225# TL Max Defl L/240 TL Actual Defl L/596 LL Max Defl L/360 LL Actual Defl L/990 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 7.15 12.25 0.12 0.07 Critical 2.97 3.09 0.30 0.20 Status OK OK OK OK Ratio 42% 25% 40% 36% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Base Values 875 95 1.6 625 Base Adjusted 1509 109 1.6 625 Adjustments CF Size Factor 1.500 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:50 Uniform TL: 80 =A Uniform Load A R1 =249 R2=249 SPAN=6.0 FT Uniform and partial uniform loads are lbs per lineal ft. 2- r BeamChek v2.4 licensed to: Thomas Shaw,Architect Reg#2308-64026 Building Specialties Rafter Date: 11/30/10 Selection 6x 6 DF-L#2 Lu st 0.0 Ft Conditions NDS'91 Min Bearing Area R1=1.2 in2 R2=1.2 in2 DL Defl 0.03 in Data Beam Span 6.0 ft Reaction 1 LL 450# Reaction 2 LL 450# Beam Wt per ft 7.35# Reaction 1 TL 742# Reaction 2 TL 742# Bm Wt Included 44# Maximum V 742# Max Moment 1113'# Max V(Reduced) 629# TL Max Defl L/240 TL Actual Defl L/991 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 27.73 30.25 0.07 0.04 Critical 16.59 9.65 0.30 0.20 Status OK OK OK OK Ratio 60% 32% 24% 22% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 700 85 1.3 625 Base Adjusted 805 98 1.3 625 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL: 150 Uniform TL: 240 =A Uniform Load A R1 =742 R2=742 SPAN=6.0 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2.4 licensed to: Thomas Shaw,Architect Reg#2308-64026 Building Specialties Bottom Chord Date: 11/30/10 Selection 6x 6 DF-L#2 Lu=0.0 Ft Conditions NDS'91 Min Bearing Area R1=0.4 in2 R2=0.4 in2 DL Defl 0.11 in Data Beam Span 12.0 ft Reaction 1 LL 150# Reaction 2 LL 150# Beam Wt per ft 7.35# Reaction 1 TL 244# Reaction 2 TL 244# Bm Wt Included 88# Maximum V 244# Max Moment 1332'# Max V(Reduced) 241 # TL Max Defl L/240 TL Actual Defl L/414 LL Max Defl L/360 LL Actual Defl L/613 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 27.73 30.25 0.35 0.23 Critical 19.86 3.69 0.60 0.40 Status OK OK OK OK Ratio 72% 12% 58% 59% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 700 85 1.3 625 Base Adjusted 805 98 1.3 625 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Point LL Point TL Distance 300 B=400 6.0 Pt loads: U R1 =24.4 R2=244 SPAN= 12.0 FT Uniform and partial uniform loads are lbs per lineal ft. 4- BeamChek v2.4 licensed to: Thomas Shaw,Architect Reg#2308-64026 Building Specialties Main Girder • Date: 11/30/10 Selection 5-1/8x 12 GLB 16F-V3 DF/DF Lu=12.0 Ft Conditions Min Bearing Area R1=1.4 in2 R2= 1.4 in2 DL Defl 0.04 in Suggested Camber 0.07 in Data Beam Span 12.0 ft Reaction 1 LL 450# Reaction 2 LL 450# Beam Wt per ft 14.94# Reaction 1 TL 810# Reaction 2 TL 810# Bm Wt Included 179# Maximum V 810# Max Moment 4589'# Max V(Reduced) 795# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Deft L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(n2) TL Defl(in) LL Defl Actual 123.00 61.50 0.11 0.06 Critical 30.41 5.46 0.60 0.40 Status OK OK OK OK Ratio 25% 9% 18% 16% Fb(psi) Fv(psi) E(psi x mil) Fc l (psi) Values Base Values 1600 190 1.5 560 Base Adjusted 1811 219 1.5 560 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.9841 Rb= 11.12 Le=22.56 Ft Kbe=0.61 Loads Point LL Point TL Distance 900 B= 1440 6.0 Pt loads: B R1 =810 R2=810 SPAN= 12.0 FT Uniform and partial uniform loads are lbs per lineal ft. 1 r 6C-e- V FA (7, V-0 tiC' z. i S roc z £— -Lo v , , , 61‘,-rr A tit)) NA 17 im,j) &lir) r-,,opsvp-& pp 61-1, 01A) t.-004-D t2, ft) A, �� Va A�L , 0 1 Z.--S 2-3.141Y7 P (i) )c, /I ' t1. 1 '131 17,----Alc/(A, tot 4-7:1-411- 613)4:1A1- VO-/ SdK1.7V-Z. 1 r7 7,?,/ / ioo Y r 1� t C'C� u b� b441 ..mot f4 637- - _ 432-i x1l c '4 t. z 'fP� (r✓) . 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