2207 GIBSON PL 2018-05-29 - Laserfiche WebLink

a • I 3 r • 4/7/17 Pg. Wood Beam Calculator CONS E RUCTION CALL Eissumations•Beams are simple span(no overhangs,etc.). Full length of top of beam is laterally supported. No shear E stress modifications. Bending in strong axis only. No wet use or high moisture content. No high temperature use. www.constructioncalc.com Dynamic loading not considered.Design values from 1997 National Design Specification for Wood Construction. Disclaimer:All users of this software shall comply with State Engineering Law,which specifies who may perform engineering,and defines the practice of engineering. _ . Job Name: Langus Residence Beam I.D.: Great Room Header Other Info.: • General Information • 600- Load and Span Diagram(Not To Scale) x Span,L=I 10.00 ft 1 400- Max.Allowed Live Deflection,L/ 360 ;=0.33 in r Max.Allowed Total Deflection,L/ 240...._..,..____=0.50 in 0.00- Load Duration ITen Years(Live) 1T1 3 0: I -t 1 I Y 1 0 2 4 6 8 10 12 Add Self Wt.? O Yes 0 No -200 z Loads Other Than -400- Uniform Loads? No 1* Span(ft) Uniform Loads Over Full Length of Member ' Tributary Uniform Live Reduced Live Unif.Dead Load, . Live,psf Dead,psf width,ft Load,plf Load,plf. plf. Floor Loads' 40 psf I 10 psf I 10.00 ft I 400.0 lb/ft 400.0 lb/ft 100.0 lb/ft Load Subtotals 400.0 lb/ft 400.0 lb/ft 100.0 lb/ft Total Uniform Loads • w'_= 400.0 lb/ft wo= 100.0 lb/ft Combined Total Uniform Load w„= 500.0 lb/ft 4x And Smaller(Lumber) 5x And Larger(Timbers) Lumber Material 1 Hem-Fir T4I Timber Material I Hem-Fir (.4i Lumber Grade 1 No.2 101 Timber Grade 1 WWPA-No.2 14 Repetitive - - - 12 x 12 - Member Use? - 1 4x14 6x12 - - INo 14.1 (3)2x12 8x12 - - 10x12 - Glued Laminated Members 2.0E Parallam PSL Glulam Grade 124F-V4 • 1.I 1-3/4"x 11-1/4" 5-1/4"x 9-1/4" 2-11116"x 9-1/4" 7"x 9-1/4" 2.5 x 9 5.125 x 7.5 3-1/2"x 9-1/4" 3x9 6.75x7.5 3.125 x 9 8.75 x 9 Trusa-Joist MacMillan I-Joists 5 x7.5 - I - (Applies Only To Western Species Glued-Laminated Beams) - Final Member: Reaatemlnaludina Self-Weight Add9 Detail-Incl.Self Wt. Sawn Wood T R, R,, Max Moment: 6,420 ft-lb Final Size: Live Load: 2,000 lb 2,000 lb Member Design Shear. 2,087 lb 16 x 12 7 Dead Load: 568 Ib 568 lb Total Deflection: 0.161 in Minimum Bearing Total Load: 2,568 lb 2,568 lb Live Deflection:0.125 in Length=1.50 in Effiencv of Member BendingOverdesign: 1.6% Req'd El,no self-weight added(in.2 2.700E+08 (Assuming Full-Width Bearing) 9 Ib): Shear Overdesign: 38.4% Approx.Self Weight 13.60 plf Final Member Selected: 6 x 12, Deflection Overdesign: 165.9% Min.Calc'd Bearing Length 1.15 in Hem Fir, WWPA - No. 2 This member makes it by: 1.6% Controlling criteria is: Bending AI Beam.xls