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PC181286 Canopy beams
Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2018 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Spruce - Pine - Fir Stud 675.0 675.0 725.0 425.0 1,200.0 440.0 135.0 350.0 26.220 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2018 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, Lr = 0.020, L = 0.020, S = 0.0250 ksf, Tributary Width = 2.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.830: 1 Load Combination +D+0.750L+0.750S Span # where maximum occurs Span # 1 Location of maximum on span 5.000 ft 26.96 psi= = 776.25 psi 3-2x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+0.750L+0.750S = = = 155.25 psi== Section used for this span 3-2x6 Maximum Shear Stress Ratio 0.174 : 1 0.000 ft= = 644.63 psi Maximum Deflection 0 <360 407 Ratio =0 <180 Max Downward Transient Deflection 0.151 in 793Ratio =>=360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.295 in Ratio =>=180 Max Upward Total Deflection 0.000 in .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LC CCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 10.0 ft 1 0.326 0.068 0.90 1.000 1.00 1.00 1.00 0.38 198.35 607.50 0.14 121.50 1.00 8.29 1.00+D+L 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00Length = 10.0 ft 1 0.686 0.143 1.00 1.000 1.00 1.00 1.00 0.88 462.81 675.00 0.32 135.00 1.00 19.35 1.00+D+Lr 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00Length = 10.0 ft 1 0.549 0.115 1.25 1.000 1.00 1.00 1.00 0.88 462.81 843.75 0.32 168.75 1.00 19.35 1.00+D+S 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00Length = 10.0 ft 1 0.681 0.142 1.15 1.000 1.00 1.00 1.00 1.00 528.93 776.25 0.36 155.25 1.00 22.12 1.00+D+0.750Lr+0.750L 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00Length = 10.0 ft 1 0.705 0.147 1.25 1.000 1.00 1.00 1.00 1.13 595.04 843.75 0.41 168.75 1.00 24.88 1.00+D+0.750L+0.750S 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00Length = 10.0 ft 1 0.830 0.174 1.15 1.000 1.00 1.00 1.00 1.22 644.63 776.25 0.44 155.25 1.00 26.96 1.00+0.60D 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00Length = 10.0 ft 1 0.110 0.023 1.60 1.000 1.00 1.00 1.00 0.23 119.01 1080.00 0.08 216.00 1.00 4.98 . Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750L+0.750S 1 0.2947 5.036 0.0000 0.000 Location in SpanMax. Downward Defl Location in SpanLoad Combination Span Max. Upward Defl Maximum Deflections for Load Combinations D Only 1 0.0907 5.036 0.0000 0.000in ftinft +D+L 1 0.2116 5.036 0.0000 0.000in ftinft +D+Lr 1 0.2116 5.036 0.0000 0.000in ftinft +D+S 1 0.2418 5.036 0.0000 0.000in ftinft +D+0.750Lr+0.750L 1 0.2721 5.036 0.0000 0.000in ftinft +D+0.750L+0.750S 1 0.2947 5.036 0.0000 0.000in ftinft +0.60D 1 0.0544 5.036 0.0000 0.000in ftinft Lr Only 1 0.1209 5.036 0.0000 0.000in ftinft L Only 1 0.1209 5.036 0.0000 0.000in ftinft S Only 1 0.1511 5.036 0.0000 0.000in ftinft . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.488 0.488 Overall MINimum 0.250 0.250 D Only 0.150 0.150 +D+L 0.350 0.350 +D+Lr 0.350 0.350 +D+S 0.400 0.400 +D+0.750Lr+0.750L 0.450 0.450 +D+0.750L+0.750S 0.488 0.488 +0.60D 0.090 0.090 Lr Only 0.200 0.200 L Only 0.200 0.200 S Only 0.250 0.250 . Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Summary of Values per Beam Span Shear (k)Span IDLoad Type/ Combination Span Location (ft) Beam Span Moments & Shears at Incremental Locations Moment (ft-k) 0.150D Only 0.00 0.000Span 1 0.119D Only 1.02 0.138Span 1 0.089D Only 2.04 0.244Span 1 0.058D Only 3.07 0.319Span 1 0.027D Only 4.09 0.363Span 1 -0.003D Only 5.11 0.375Span 1 -0.034D Only 6.13 0.356Span 1 -0.065D Only 7.15 0.305Span 1 -0.095D Only 8.18 0.224Span 1 -0.126D Only 9.20 0.111Span 1 ..0.350+D+L 0.00 0.000Span 1 0.278+D+L 1.02 0.321Span 1 0.207+D+L 2.04 0.569Span 1 0.135+D+L 3.07 0.744Span 1 0.064+D+L 4.09 0.846Span 1 -0.008+D+L 5.11 0.875Span 1 -0.079+D+L 6.13 0.830Span 1 -0.151+D+L 7.15 0.713Span 1 -0.222+D+L 8.18 0.522Span 1 -0.294+D+L 9.20 0.258Span 1 ..0.350+D+Lr 0.00 0.000Span 1 0.278+D+Lr 1.02 0.321Span 1 0.207+D+Lr 2.04 0.569Span 1 0.135+D+Lr 3.07 0.744Span 1 0.064+D+Lr 4.09 0.846Span 1 -0.008+D+Lr 5.11 0.875Span 1 -0.079+D+Lr 6.13 0.830Span 1 -0.151+D+Lr 7.15 0.713Span 1 -0.222+D+Lr 8.18 0.522Span 1 -0.294+D+Lr 9.20 0.258Span 1 ..0.400+D+S 0.00 0.000Span 1 0.318+D+S 1.02 0.367Span 1 0.236+D+S 2.04 0.650Span 1 0.155+D+S 3.07 0.850Span 1 0.073+D+S 4.09 0.967Span 1 -0.009+D+S 5.11 1.000Span 1 -0.091+D+S 6.13 0.949Span 1 -0.172+D+S 7.15 0.815Span 1 -0.254+D+S 8.18 0.597Span 1 -0.336+D+S 9.20 0.295Span 1 ..0.450+D+0.750Lr+0.750L 0.00 0.000Span 1 0.358+D+0.750Lr+0.750L 1.02 0.413Span 1 Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Shear (k)Span IDLoad Type/ Combination Span Location (ft) Beam Span Moments & Shears at Incremental Locations Moment (ft-k) 0.266+D+0.750Lr+0.750L 2.04 0.732Span 1 0.174+D+0.750Lr+0.750L 3.07 0.957Span 1 0.082+D+0.750Lr+0.750L 4.09 1.088Span 1 -0.010+D+0.750Lr+0.750L 5.11 1.124Span 1 -0.102+D+0.750Lr+0.750L 6.13 1.067Span 1 -0.194+D+0.750Lr+0.750L 7.15 0.916Span 1 -0.286+D+0.750Lr+0.750L 8.18 0.671Span 1 -0.378+D+0.750Lr+0.750L 9.20 0.332Span 1 ..0.488+D+0.750L+0.750S 0.00 0.000Span 1 0.388+D+0.750L+0.750S 1.02 0.447Span 1 0.288+D+0.750L+0.750S 2.04 0.793Span 1 0.189+D+0.750L+0.750S 3.07 1.036Span 1 0.089+D+0.750L+0.750S 4.09 1.178Span 1 -0.011+D+0.750L+0.750S 5.11 1.218Span 1 -0.110+D+0.750L+0.750S 6.13 1.156Span 1 -0.210+D+0.750L+0.750S 7.15 0.993Span 1 -0.310+D+0.750L+0.750S 8.18 0.727Span 1 -0.409+D+0.750L+0.750S 9.20 0.360Span 1 ..0.090+0.60D 0.00 0.000Span 1 0.072+0.60D 1.02 0.083Span 1 0.053+0.60D 2.04 0.146Span 1 0.035+0.60D 3.07 0.191Span 1 0.016+0.60D 4.09 0.218Span 1 -0.002+0.60D 5.11 0.225Span 1 -0.020+0.60D 6.13 0.213Span 1 -0.039+0.60D 7.15 0.183Span 1 -0.057+0.60D 8.18 0.134Span 1 -0.076+0.60D 9.20 0.066Span 1 .. Load Type/ Combination Span Location (ft) Beam Span Deflections at Incremental Locations Deflection (in)Span ID Overall MAXimum Envelope 0.00 0.000Span 1 Overall MAXimum Envelope 1.02 0.094Span 1 Overall MAXimum Envelope 2.04 0.178Span 1 Overall MAXimum Envelope 3.07 0.242Span 1 Overall MAXimum Envelope 4.09 0.283Span 1 Overall MAXimum Envelope 5.11 0.295Span 1 Overall MAXimum Envelope 6.13 0.277Span 1 Overall MAXimum Envelope 7.15 0.233Span 1 Overall MAXimum Envelope 8.18 0.164Span 1 Overall MAXimum Envelope 9.20 0.078Span 1 Overall MAXimum Envelope 10.00 0.003Span 1 ..D Only 0.00 0.000Span 1 Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Load Type/ Combination Span Location (ft) Beam Span Deflections at Incremental Locations Deflection (in)Span ID D Only 1.02 0.029Span 1 D Only 2.04 0.055Span 1 D Only 3.07 0.075Span 1 D Only 4.09 0.087Span 1 D Only 5.11 0.091Span 1 D Only 6.13 0.085Span 1 D Only 7.15 0.072Span 1 D Only 8.18 0.050Span 1 D Only 9.20 0.024Span 1 D Only 10.00 0.001Span 1 ..+D+L 0.00 0.000Span 1 +D+L 1.02 0.067Span 1 +D+L 2.04 0.128Span 1 +D+L 3.07 0.174Span 1 +D+L 4.09 0.203Span 1 +D+L 5.11 0.212Span 1 +D+L 6.13 0.199Span 1 +D+L 7.15 0.167Span 1 +D+L 8.18 0.118Span 1 +D+L 9.20 0.056Span 1 +D+L 10.00 0.002Span 1 ..+D+Lr 0.00 0.000Span 1 +D+Lr 1.02 0.067Span 1 +D+Lr 2.04 0.128Span 1 +D+Lr 3.07 0.174Span 1 +D+Lr 4.09 0.203Span 1 +D+Lr 5.11 0.212Span 1 +D+Lr 6.13 0.199Span 1 +D+Lr 7.15 0.167Span 1 +D+Lr 8.18 0.118Span 1 +D+Lr 9.20 0.056Span 1 +D+Lr 10.00 0.002Span 1 ..+D+S 0.00 0.000Span 1 +D+S 1.02 0.077Span 1 +D+S 2.04 0.146Span 1 +D+S 3.07 0.199Span 1 +D+S 4.09 0.232Span 1 +D+S 5.11 0.242Span 1 +D+S 6.13 0.228Span 1 +D+S 7.15 0.191Span 1 +D+S 8.18 0.134Span 1 Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Load Type/ Combination Span Location (ft) Beam Span Deflections at Incremental Locations Deflection (in)Span ID +D+S 9.20 0.064Span 1 +D+S 10.00 0.003Span 1 ..+D+0.750Lr+0.750L 0.00 0.000Span 1 +D+0.750Lr+0.750L 1.02 0.087Span 1 +D+0.750Lr+0.750L 2.04 0.164Span 1 +D+0.750Lr+0.750L 3.07 0.224Span 1 +D+0.750Lr+0.750L 4.09 0.261Span 1 +D+0.750Lr+0.750L 5.11 0.272Span 1 +D+0.750Lr+0.750L 6.13 0.256Span 1 +D+0.750Lr+0.750L 7.15 0.215Span 1 +D+0.750Lr+0.750L 8.18 0.151Span 1 +D+0.750Lr+0.750L 9.20 0.072Span 1 +D+0.750Lr+0.750L 10.00 0.003Span 1 ..+D+0.750L+0.750S 0.00 0.000Span 1 +D+0.750L+0.750S 1.02 0.094Span 1 +D+0.750L+0.750S 2.04 0.178Span 1 +D+0.750L+0.750S 3.07 0.242Span 1 +D+0.750L+0.750S 4.09 0.283Span 1 +D+0.750L+0.750S 5.11 0.295Span 1 +D+0.750L+0.750S 6.13 0.277Span 1 +D+0.750L+0.750S 7.15 0.233Span 1 +D+0.750L+0.750S 8.18 0.164Span 1 +D+0.750L+0.750S 9.20 0.078Span 1 +D+0.750L+0.750S 10.00 0.003Span 1 ..+0.60D 0.00 0.000Span 1 +0.60D 1.02 0.017Span 1 +0.60D 2.04 0.033Span 1 +0.60D 3.07 0.045Span 1 +0.60D 4.09 0.052Span 1 +0.60D 5.11 0.054Span 1 +0.60D 6.13 0.051Span 1 +0.60D 7.15 0.043Span 1 +0.60D 8.18 0.030Span 1 +0.60D 9.20 0.014Span 1 +0.60D 10.00 0.001Span 1 ..Lr Only 0.00 0.000Span 1 Lr Only 1.02 0.039Span 1 Lr Only 2.04 0.073Span 1 Lr Only 3.07 0.099Span 1 Lr Only 4.09 0.116Span 1 Lr Only 5.11 0.121Span 1 Wood Beam BLUEPRINT ENGINEERING & DESIGN LLCLic. # : KW-06012386 DESCRIPTION:Canopy beams 0 0 0 0 0 0 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . Load Type/ Combination Span Location (ft) Beam Span Deflections at Incremental Locations Deflection (in)Span ID Lr Only 6.13 0.114Span 1 Lr Only 7.15 0.095Span 1 Lr Only 8.18 0.067Span 1 Lr Only 9.20 0.032Span 1 Lr Only 10.00 0.001Span 1 ..L Only 0.00 0.000Span 1 L Only 1.02 0.039Span 1 L Only 2.04 0.073Span 1 L Only 3.07 0.099Span 1 L Only 4.09 0.116Span 1 L Only 5.11 0.121Span 1 L Only 6.13 0.114Span 1 L Only 7.15 0.095Span 1 L Only 8.18 0.067Span 1 L Only 9.20 0.032Span 1 L Only 10.00 0.001Span 1 ..S Only 0.00 0.000Span 1 S Only 1.02 0.048Span 1 S Only 2.04 0.091Span 1 S Only 3.07 0.124Span 1 S Only 4.09 0.145Span 1 S Only 5.11 0.151Span 1 S Only 6.13 0.142Span 1 S Only 7.15 0.119Span 1 S Only 8.18 0.084Span 1 S Only 9.20 0.040Span 1 S Only 10.00 0.002Span 1 ..