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HomeMy WebLinkAboutBEAM SPECS 3 - 19-00595 - 1045 Arctic Willow Dr - Deck11/12/2019 Full Detail - 11/12/2019 5:28 pm https://www.forteweb.com/fulldetailreport 1/2 All load groups / combinations / patterns Maximum Down (lbs) / LDF Critical Down (lbs) / LDF Maximum Uplift (lbs) / LDF Critical Uplift (lbs) / LDF Bearing Length Support Fc-perp (psi) Required unbraced length Loading On All Spans Member Reaction (lbs) Loads to Supports (lbs) Shear used for design (lbs) Shear at support node (lbs) Shear at span point load (lbs) Moment (Ft-lbs) Live Load Deflection (in) Total Load Deflection (in) Loading On All Spans Member Reaction (lbs) Loads to Supports (lbs) Shear used for design (lbs) Shear at support node (lbs) Shear at span point load (lbs) Moment (Ft-lbs) Live Load Deflection (in) Total Load Deflection (in) ALTERNATE span loading on odd # spans Member Reaction (lbs) Loads to Supports (lbs) Shear used for design (lbs) Summary of Loads to Supports 1.0 Dead (LDF = 0.9) 1.0 Dead + 1.0 Floor (LDF = 1) 1.0 Dead + 1.0 Floor (LDF = 1) FULL DETAIL REPORT Floor, Beam South Outside 2 piece(s) 2 x 8 Douglas Fir-Larch No. 2 PASSED ▲ 8' 11 1/4" ▲ 1' 5" 357/1.00 --449/1.00 -- 357/1.00 --449/1.00 -- 0/1.00 --0/1.00 -- 0/1.00 --0/1.00 -- 5.50"--5.50"-- 775 --775 -- N/A 128.25"128.25"128.25" ▲ 8' 11 1/4" ▲ 1' 5" 101 --129 -- 101 --129 -- N/A 78 ---81 13 -- N/A 94 ---99 30 -- --N/A --N/A --204 -22 0 --0.00"--0.00" --0.02"---0.01" ▲ 8' 11 1/4" ▲ 1' 5" 351 --449 -- 351 --449 -- N/A 271 ---280 44 -- N/A 326 ---343 106 -- --N/A --N/A --710 -75 0 --0.05"---0.02" --0.07"---0.03" ▲ 8' 11 1/4" ▲ 1' 5" 357 --367 -- 357 --367 -- N/A 277 ---275 13 -- 11/12/2019 Full Detail - 11/12/2019 5:28 pm https://www.forteweb.com/fulldetailreport 2/2 Shear at span point load (lbs) Moment (Ft-lbs) Live Load Deflection (in) Total Load Deflection (in) ALTERNATE span loading on even # spans Member Reaction (lbs) Loads to Supports (lbs) Shear used for design (lbs) Shear at support node (lbs) Shear at span point load (lbs) Moment (Ft-lbs) Live Load Deflection (in) Total Load Deflection (in) Shear at support node (lbs) 1.0 Dead + 1.0 Floor (LDF = 1) N/A 332 ---337 30 ----N/A --N/A --737 -22 0 --0.05"---0.03" --0.07"---0.03" ▲ 8' 11 1/4" ▲ 1' 5" 95 --211 -- 95 --211 -- N/A 72 ---87 44 -- N/A 88 ---105 106 -- --N/A --N/A --179 -75 0 --0.00"--0.00" --0.02"---0.01" ForteWEB v2.1, Design Engine Version V7.3.2.309 11/12/2019 5:28 pm