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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen
<br /> MASTER Al Common Girder 1 Job Reference(optional)
<br /> Littfin Truss Company,Winsted,MN,Jim Boruff 7.630 s Jul 9 2015 MiTek Industries,Inc. Thu Dec 03 08:46:22 2015 Page 5
<br /> ID:hi_UYLsW9c273?ofbEtL7OyCz2x-dMKYggCBt7Dx55yN438QPyEQbrj6gglgfiEQnnyCjr?
<br /> LOAD CASE(S) Standard
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-100(B)13=-4471(B)11=-163(B)19=-100(B)24=-100(B)25=-100(B)26=-100(B)27=-100(B)28=-100(B)29=-100(B)30=-100(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)
<br /> 37=-163(B)
<br /> 26)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-13,2-5=-31,5-9=-31,9-10=-27,2-13=-20,9-13=-389(8=-369)
<br /> Horz:1-2=-7,2-5=11,5-9=-11,9-10=-7
<br /> Concentrated Loads(lb)
<br /> Vert:14=-92(B)13=-4471(B)11=-163(B)19=-92(B)24=-92(B)25=-92(B)26=-92(B)27=-92(B)28=-92(B)29=-92(B)30=-92(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)37=-163(B)
<br /> 27)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-27,2-5=-31,5-9=-31,9-10=-13,2-13=-20,9-13=-389(6=-369)
<br /> Horz:1-2=7,2-5=11,5-9=-11,9-10=7
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-92(B)13=-4471(B)11=-163(B)19=-92(B)24=-92(B)25=-92(B)26=-92(B)27=-92(B)28=-92(B)29=-92(B)30=-92(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)37=-163(B)
<br /> 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=28,2-5=18,5-9=8,9-10=4,2-13=-12,9-13=-60(B=-48)
<br /> Horz:1-2=-40,2-5=-30,5-9=20,9-10=16
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-100(B)13=-4471(B)11=-163(B)19=-100(B)24=-100(B)25=-100(B)26=-100(B)27=-100(B)28=-100(B)29=-100(B)30=-100(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)
<br /> 37=-163(B)
<br /> 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=4,2-5=8,5-9=18,9-10=28,2-13=-12,9-13=-60(B=-48)
<br /> Horz:1-2=-16,2-5=-20,5-9=30,9-10=40
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-100(B)13=-4471(B)11=-163(B)19=-100(B)24=-100(B)25=-100(B)26=-100(B)27=-100(B)28=-100(B)29=-100(B)30=-100(B)31=-163(B)32-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)
<br /> 37=-163(B)
<br /> 30)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=5,2-5=1,5-9=-8,9-10=-4,2-13=-20,9-13=-349(6=-329)
<br /> Horz:1-2=-25,2-5=-21,5-9=12,9-10=16
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-92(B)13=-4471(B)11=-163(B)19=-92(B)24=-92(B)25=-92(B)26=-92(B)27=-92(B)28=-92(B)29=-92(B)30=-92(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)
<br /> 35=-163(6)36=-163(B)37=-163(B)
<br /> 31)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-4,2-5=-8,5-9=1,9-10=5,2-13=-20,9-13=-349(6=-329)
<br /> Horz:1-2=-16,2-5=-12,5-9=21,9-10=25
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-92(B)13=-4471(B)11=-163(B)19=-92(B)24=-92(B)25=-92(B)26=-92(B)27=-92(B)28=-92(B)29=-92(B)30=-92(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)
<br /> 35=-163(B)36=-163(B)37=-163(6)
<br /> 32)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=13,2-5=18,5-9=5,9-10=1,2-13=-12,9-13=-60(B=-48)
<br /> Horz:1-2=-25,2-5=-30,5-9=17,9-10=13
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-100(B)13=-4471(B)11=-163(B)19=-100(8)24=-100(B)25=-100(B)26=-100(B)27=-100(B)28=-100(B)29=-100(B)30=-100(B)31=-163(B)32=-163(B)33=-163(B)
<br /> 34=-163(B)35=-163(B)36=-163(B)37=-163(B)
<br /> 33)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=1,2-5=5,5-9=18,9-10=13,2-13=-12,9-13=-60(B=-48)
<br /> Horz:1-2=-13,2-5=-17,5-9=30,9-10=25
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-100(B)13=-4471(B)11=-163(B)19=-100(B)24=-100(B)25=-100(B)26=-100(B)27=-100(B)28=-100(B)29=-100(B)30=-100(B)31=-163(B)32=-163(B)33=-163(B)
<br /> 3:Dead+06 MWFRS 36=-163(B)(6) 163(6)
<br /> 34)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60
<br /> Continued on page 6
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