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HomeMy WebLinkAboutBEAM SPECS - 19-00595 - 1045 Arctic Willow Dr - Deck11/12/2019 Full Detail - 11/12/2019 5:23 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, Beam East Inside 2 piece(s) 2 x 6 Douglas Fir-Larch No. 1 PASSED 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --245/1.00 --533/1.00 --529/1.00 --217/1.00 --245/1.00 --533/1.00 --529/1.00 --217/1.00 --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' ▲ --63 --137 --137 --54 --63 --137 --137 --54 --0 36 ---60 50 ---50 59 ---36 N/A ---13 50 ---73 64 ---64 73 ---48 N/A N/A --N/A --N/A --N/A -- 0 -4 57 -77 24 -76 57 -- 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' ▲ --228 --500 --498 --198 --228 --500 --498 --198 --0 130 ---217 182 ---181 216 ---131 N/A ---47 180 ---267 233 ---232 266 ---174 N/A N/A --N/A --N/A --N/A -- 0 -15 207 -281 89 -277 206 -- 0.00"--0.01"--0.00"--0.01"-- -0.01"--0.02"--0.00"--0.02"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --82 --320 --324 --36 --82 --320 --324 --36 --0 20 ---75 181 ---182 78 ---18 N/A 11/12/2019 Full Detail - 11/12/2019 5:23 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) ---47 34 ---89 232 ---233 91 ---29 N/A N/A --N/A --N/A --N/A -- 0 -15 14 -182 184 -186 21 -- 0.00"---0.01"--0.01"---0.01"-- 0.00"--0.00"--0.01"--0.00"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --209 --317 --310 --217 --209 --317 --310 --217 --0 145 ---201 51 ---49 197 ---149 N/A ---13 196 ---252 65 ---63 248 ---192 N/A N/A --N/A --N/A --N/A -- 0 -4 257 -175 -70 -167 252 -- -0.01"--0.02"---0.01"--0.02"-- -0.01"--0.02"---0.01"--0.02"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --245 --314 --311 --216 --245 --314 --311 --216 --0 148 ---199 51 ---49 198 ---149 N/A ---47 198 ---250 64 ---63 248 ---192 N/A N/A --N/A --N/A --N/A -- 0 -15 252 -173 -69 -168 251 -- -0.01"--0.02"---0.01"--0.02"-- -0.01"--0.02"---0.01"--0.02"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ --186 --533 --292 --42 --186 --533 --292 --42 --0 122 ---224 208 ---156 72 ---23 N/A ---13 173 ---275 258 ---206 86 ---35 N/A N/A --N/A --N/A --N/A -- 0 -4 200 -315 139 -152 31 -- 0.00"--0.01"--0.01"--0.00"-- -0.01"--0.01"--0.01"--0.00"-- 7 3/4" ▲ 6' 1 1/4" ▲ 6' 4" ▲ 6' ▲ 11/12/2019 Full Detail - 11/12/2019 5:23 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) --87 --291 --529 --193 --87 --291 --529 --193 --0 25 ---70 157 ---207 221 ---125 N/A ---47 39 ---84 207 ---258 272 ---168 N/A N/A --N/A --N/A --N/A -- 0 -15 23 -150 142 -311 193 -- 0.00"--0.00"--0.01"--0.01"-- 0.00"--0.00"--0.01"--0.01"-- ForteWEB v2.1, Design Engine Version V7.3.2.309 11/12/2019 5:23 pm