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HomeMy WebLinkAboutBEAM SPECS 2 - 19-00595 - 1045 Arctic Willow Dr - Deck11/12/2019 Full Detail - 11/12/2019 5:20 pm https://www.forteweb.com/fulldetailreport 1/3 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, Floor: Drop Beam East 2 piece(s) 2 x 8 Douglas Fir-Larch No. 2 PASSED 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --250/1.00 --542/1.00 --538/1.00 --220/1.00 --250/1.00 --542/1.00 --538/1.00 --220/1.00 --0/1.00 --0/1.00 --0/1.00 --0/1.00 --0/1.00 --0/1.00 --0/1.00 --0/1.00 --5.50"--5.50"--5.50"--5.50" --775 --775 --775 --775 233.00"233.00"233.00"233.00"233.00"233.00"233.00"N/A 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --67 --146 --146 --58 --67 --146 --146 --58 --0 35 ---60 50 ---50 60 ---35 N/A ---14 53 ---78 68 ---68 78 ---51 N/A N/A --N/A --N/A --N/A -- 0 -4 60 -82 26 -81 60 -- 0.00"--0.00"--0.00"--0.00"-- 0.00"--0.00"--0.00"--0.00"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --232 --509 --507 --202 --232 --509 --507 --202 --0 121 ---210 175 ---174 209 ---122 N/A ---48 184 ---272 237 ---236 271 ---177 N/A N/A --N/A --N/A --N/A -- 0 -16 210 -286 90 -282 210 -- 0.00"--0.01"--0.00"--0.01"-- 0.00"--0.01"--0.00"--0.01"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --86 --329 --333 --40 --86 --329 --333 --40 --0 20 ---76 174 ---175 78 ---17 N/A 11/12/2019 Full Detail - 11/12/2019 5:20 pm https://www.forteweb.com/fulldetailreport 2/3 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) ADJACENT span loading on support 1 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) ADJACENT span loading on support 2 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) ADJACENT span loading on support 3 Total Load Deflection (in) Shear at support node (lbs) Shear at span point load (lbs) Moment (Ft-lbs) Live Load Deflection (in) 1.0 Dead + 1.0 Floor (LDF = 1) 1.0 Dead + 1.0 Floor (LDF = 1) 1.0 Dead + 1.0 Floor (LDF = 1) 1.0 Dead + 1.0 Floor (LDF = 1) ---48 37 ---94 236 ---237 96 ---33 N/A N/A --N/A --N/A --N/A -- 0 -16 17 -187 185 -191 25 -- 0.00"--0.00"--0.01"--0.00"-- 0.00"--0.00"--0.01"--0.00"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --213 --326 --319 --220 --213 --326 --319 --220 --0 137 ---195 51 ---49 191 ---141 N/A ---14 199 ---257 69 ---67 253 ---195 N/A N/A --N/A --N/A --N/A -- 0 -4 261 -181 -69 -172 255 -- 0.00"--0.01"---0.01"--0.01"-- 0.00"--0.01"--0.00"--0.01"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --250 --323 --320 --220 --250 --323 --320 --220 --0 139 ---192 51 ---49 191 ---141 N/A ---48 201 ---254 69 ---67 253 ---195 N/A N/A --N/A --N/A --N/A -- 0 -16 256 -178 -68 -173 255 -- 0.00"--0.01"---0.01"--0.01"-- 0.00"--0.01"--0.00"--0.01"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --190 --542 --301 --45 --190 --542 --301 --45 --0 114 ---217 200 ---148 73 ---23 N/A ---14 176 ---280 262 ---211 91 ---38 N/A N/A --N/A --N/A --N/A -- 0 -4 203 -320 140 -157 34 -- 0.00"--0.00"--0.00"--0.00"-- 0.00"--0.01"--0.00"--0.00"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ 11/12/2019 Full Detail - 11/12/2019 5:20 pm https://www.forteweb.com/fulldetailreport 3/3 Total Load Deflection (in) 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) --91 --300 --538 --196 --91 --300 --538 --196 --0 25 ---71 149 ---200 214 ---117 N/A ---48 43 ---88 211 ---262 277 ---171 N/A N/A --N/A --N/A --N/A -- 0 -16 27 -155 143 -316 197 -- 0.00"--0.00"--0.00"--0.00"-- 0.00"--0.00"--0.00"--0.01"-- ForteWEB v2.1, Design Engine Version V7.3.2.309 11/12/2019 5:20 pm