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Job Truss Truss Type Qty Ply 421056 S.B. Hopkins-Danberry/Coehen
<br /> MASTER Al Common Girder 1 3 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 4
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<br /> LOAD CASE(S) Standard
<br /> Uniform Loads(plf)
<br /> Vert:1-2=5,2-5=1,5-9=-12,9-10=-7,2-13=-20,9-13=-349(6=-329)
<br /> Horz:1-2=-25,2-5=-21,5-9=8,9-10=13
<br /> Concentrated Loads(Ib)
<br /> Vert:14=23(B)13=-4471(B)11=-163(B)19=23(B)24=23(B)25=23(B)26=23(B)27=23(B)28=23(B)29=23(B)30=23(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)37=-163(B)
<br /> 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-7,2-5=-12,5-9=1,9-10=5,2-13=-20,9-13=-349(B=-329)
<br /> Horz:1-2=-13,2-5=-8,5-9=21,9-10=25
<br /> Concentrated Loads(Ib)
<br /> Vert:14=23(B)13=-4471(B)11=-163(B)19=23(B)24=23(B)25=23(B)26=23(B)27=23(B)28=23(B)29=23(B)30=23(B)31=-163(B)32=-163(B)33=-163(B)34=-163(B)35=-163(B)36=-163(B)37=-163(B)
<br /> 18)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-90,2-5=-20,5-9=-20,9-10=-90,2-13=-20,9-13=-325(6=-305)
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-87(B)13=-7812(B)11=-272(B)19=-87(B)24=-87(B)25=-87(B)26=-87(B)27=-87(B)28=-87(B)29=-87(B)30=-87(B)31=-272(B)32=-272(B)33=-272(B)34=-272(B)35=-272(B)36=-272(B)37=-272(B)
<br /> 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
<br /> Uniform Loads(plf)
<br /> Vert:1-5=-20,5-10=-20,2-13=-20,9-13=-325(6=-305)
<br /> Concentrated Loads(Ib)
<br /> Vert:14=-87(B)13=-5998(B)11=-272(B)19=-87(B)24=-87(B)25=-87(B)26=-87(B)27=-87(B)28=-87(B)29=-87(B)30=-87(B)31=-272(B)32=-272(B)33=-272(B)34=-272(B)35=-272(B)36=-272(B)37=-272(B)
<br /> 20)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-53,2-5=-57,5-9=-64,9-10=-60,2-13=-20,9-13=-639(6=-619)
<br /> Horz:1-2=-19,2-5=-16,5-9=9,9-10=12
<br /> Concentrated Loads(Ib)
<br /> Vert:14=6(B)13=-8122(B)11=-714(B)19=6(B)24=6(B)25=6(B)26=6(B)27=6(B)28=6(B)29=6(B)30=6(B)31=-714(B)32=-714(B)33=-714(B)34=-714(B)35=-714(B)36=-714(B)37=-714(B)
<br /> 21)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-60,2-5=-64,5-9=-57,9-10=-53,2-13=-20,9-13=-639(6=-619)
<br /> Horz:1-2=-12,2-5=-9,5-9=16,9-10=19
<br /> Concentrated Loads(Ib)
<br /> Vert:14=6(B)13=-8122(B)11=-714(B)19=6(3)24=6(B)25=6(B)26=6(B)27=6(B)28=6(B)29=6(B)30=6(B)31=-714(B)32=-714(B)33=-714(B)34=-714(B)35=-714(B)
<br /> 36=-714(B)37=-714(B)
<br /> 22)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-53,2-5=-57,5-9=-66,9-10=-63,2-13=-20,9-13=-639(6=-619)
<br /> Horz:1-2=-19,2-5=-16,5-9=6,9-10=9
<br /> Concentrated Loads(Ib)
<br /> Vert:14=6(B)13=-8122(B)11=-714(B)19=6(B)24=6(B)25=6(B)26=6(B)27=6(B)28=6(B)29=6(B)30=6(B)31=-714(B)32=-714(B)33=-714(B)34=-714(B)35=-714(B)
<br /> 36=-714(8)37=-714(B)
<br /> 23)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=-63,2-5=-66,5-9=-57,9-10=-53,2-13=-20,9-13=-639(6=-619)
<br /> Horz:1-2=-9,2-5=-6,5-9=16,9-10=19
<br /> Concentrated Loads(Ib)
<br /> Vert:14=6(B)13=-8122(B)11=-714(B)19=6(B)24=6(B)25=6(6)26=6(B)27=6(B)28=6(B)29=6(B)30=6(B)31=-714(B)32=-714(B)33=-714(B)34=-714(B)35=-714(B)
<br /> 36=-714(B)37=-714(B)
<br /> 24)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=40,2-18=21,5-18=11,5-23=21,9-23=11,9-10=7,2-13=-12,9-13=-42(B=-30)
<br /> Horz:1-2=-52,2-18=-33,5-18=-23,5-23=33,9-23=23,9-10=19
<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 /> 34=-163(B)35=-163(B)36=-163(6)37=-163(6)
<br /> 25)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60
<br /> Uniform Loads(plf)
<br /> Vert:1-2=7,2-22=11,5-22=21,5-20=11,9-20=21,9-10=40,2-13=-12,9-13=-42(6=-30)
<br /> Horz:1-2=-19,2-22=-23,5-22=-33,5-20=23,9-20=33,9-10=52
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<br /> Continued on page 5
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