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Trans IO 175212
+7.3.OT(IL) -E
LOS SPECIFICATIONS TRUSS SPAN 43'- 0.0' IOC 2003 SINGLE NEMER FORCES 411fl(OOF)
LOAD OURATI01 INCREASE = 1.15 T 1= 0 B 1- 6212 f 1- 164 612= 557
SITE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -6771 B 2= 6358 V 2= 47 613= -513
TOP C NOS: T 3- -6796 8 3= 47 f 3= -478 614= 402
2x 4 OF /118TH 1 - LOAM T 4- -8268 B 4= 2705 f 4= - 188 615= -217
BOTTOM CHORDS: LL( 25.0)+0L( 7.0) ON TOP CHORD = 32.0 PSF T 5= -8217 B 5= 2671 ■ 5- 16
2x 4 OF /118Th 1- 7 DL ON BOTTOM CHORD = 10.0 PSF T 6= -2405 B 8= 3106 f 6= 4449
MSS: TOTAL LORD = 42.0 PSF T 7= -2404 B 7= 3477 f 7= 3057
2x 4 OF STANG 1. 5, 6.15 T B- - f 8= -1447
2x 4 DF elSBTR 8- 7 -SC CONC LL+OL= 87.0 LDS 3 18'- 7.7' T 9- - 3691 9 9= -890
TC LATERAL SUPPORT <- 12'0C. UON. T10- - 3863 910= 1509
BC LATERAL SUPPORT <- 12'0C. UON. T11= 0 W11- -636
OVERHAN86: 6.0' 6.0' LEFT = 1844 RIGHT = 1835
Reactions: 1876 1867
SEARING AREA %OJIREO (SO. IN)
8RG 3 0'- 0.0' 2.15 OF I 4.55 HE / 4.34 SPF
• 280/ FAU over 3 trusses 8RG 4 43'- 0.0' 2.94 OF / 4.53 1fF / 4.32 SPF
Wind: 110 apt, A - 15ft, 1COL- 4.2,000L - 6.0, ASCE 7 -02,
EncIesed, Cat.2, Exp.S, 1RIFOS,
intsrier zone, load duration factor -1.33
21 -06 -00 21 -06 -00 lex Caloalated Uplift: Left = -238 Right - -244
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