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Title: \..` Jobs
<br />Dssnr. Data:
<br />Description:
<br />scope:
<br />.e VW500.i-04r2002 Timber Beam & Joist Pepe 1
<br />IERCALC Entinem O9olteere 255.w,v eawom
<br />Description
<br />[Timber Member Information :ode Ref: 1997/2001 NDS, 200012003IBC, 2DD3 NFPA SM. Base aliowables are user defined
<br />BMI 1042 e1,0 11144 25Ti En bm
<br />Timber Section
<br />1
<br />4.10
<br />4.10
<br />4.10
<br />5,125,12
<br />2.10
<br />2.10
<br />2d0
<br />Beam Width
<br />In'
<br />3.500
<br />3.500
<br />3.500
<br />5.125
<br />1.5DO
<br />1.500
<br />1.500
<br />Beam Depth
<br />In
<br />9.250
<br />9.250
<br />9.250
<br />12.000
<br />9.250
<br />9.250
<br />9.250
<br />Le: Unbraced Length
<br />It
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />Timber Grade
<br />or, No
<br />or, No.1
<br />or, e.2
<br />DF, 24F • V4
<br />Dr, 90.2
<br />or, No.2
<br />or, NO
<br />Fb - Basic Allow
<br />psi
<br />875.0
<br />875.0
<br />9D0.0
<br />2,400.0
<br />875.0
<br />875.0
<br />875.0
<br />Fv - Basic Allow
<br />psi
<br />170.0
<br />170.0
<br />180.0
<br />240.0
<br />170.0
<br />170.0
<br />170.0
<br />Elastic Modulus
<br />ksl
<br />1,300.0
<br />1,300.0
<br />1,600.0
<br />1.11KO
<br />1,3DO.0
<br />1,300.0
<br />1,300.0
<br />Load Duration Factor
<br />1.000
<br />1.000
<br />1.000
<br />1.000
<br />1.000
<br />1,000
<br />1.000
<br />Member Type
<br />Sawn
<br />Sawn
<br />Sawn
<br />GluLam
<br />Sawn
<br />Sawn
<br />Sawn
<br />Repetitive Status
<br />Repetitive
<br />Repetnlve
<br />Repetitive
<br />No
<br />Repetitive
<br />Repetitive
<br />Repetitive
<br />Center Span Data
<br />Span 8 10.00 14.30 7.00 11.83 5.50 10.00 11.44
<br />De: tl Load sill .31.10 .31.10 70.00 167.30 13.3D 13.30 13.30
<br />Live 1.oed sm 146.60 148.60 280.00 445.00 53.30 53.30 53.30
<br />Cantilever span
<br />Span
<br />it 3.00
<br />2.20
<br />3.00
<br />Uniform Dead Load
<br />#flt
<br />13.30
<br />13.30
<br />Uniform Live Load
<br />alit
<br />53.30
<br />53.30
<br />Point #1 DL
<br />Ibs
<br />275.00
<br />154.50
<br />60.00
<br />LL
<br />Ibs 500.00
<br />281.30
<br />Q X
<br />It' 2.200
<br />2.200
<br />3.000
<br />1 Results
<br />Ratio 0.3395
<br />_ - -
<br />0.5878
<br />0.4150
<br />0.4354
<br />0.5676
<br />0.3633
<br />0.5522
<br />Mmax ® Center
<br />I0
<br />13.89
<br />35.43
<br />25.72
<br />128.54
<br />1.20
<br />8.60
<br />13.07
<br />Q X =
<br />8
<br />4.48
<br />7,15
<br />3.50
<br />5.91
<br />1.74
<br />4.64
<br />5.72
<br />Mmax ® Cantilever
<br />In-k
<br />.20.46
<br />0.00
<br />0.00
<br />0.00
<br />.13.44
<br />-5.76
<br />0.00
<br />fb: Actual
<br />psi
<br />409.9
<br />709.8
<br />515.4
<br />1,045.0
<br />028.3
<br />402.2
<br />611.2
<br />Fb:Allowable
<br />psi
<br />1,207.5
<br />1.207.5
<br />1,242.0
<br />2.400.0
<br />1,106.9
<br />1.106.9
<br />1,106.9
<br />11ae41rq ON
<br />eendeq OK
<br />MrMlna ON
<br />Bowing ON
<br />Bending ON
<br />Sowing ON
<br />Sowing ON
<br />fv : Actual
<br />psi
<br />35.9
<br />43.5
<br />44.5
<br />73.5
<br />57.6
<br />35.7
<br />35.9
<br />Fv: Allowable
<br />psi
<br />170.0
<br />170.0
<br />180.0
<br />240.0
<br />170.0
<br />170.0
<br />170.0
<br />Peer ON
<br />Shear OK
<br />Shear ON
<br />Shear OK
<br />slow ON
<br />peer OR
<br />peer ON
<br />Reactions
<br />Q Left End DL
<br />Ibs
<br />-216.00
<br />-222.36
<br />245.00
<br />989.58
<br />-31.08
<br />42.51
<br />76.08
<br />LL
<br />Ibs
<br />733.00
<br />1.048.19
<br />980.00
<br />2,632.17
<br />146.57
<br />266.50
<br />304.88
<br />Max. DL4LL
<br />Ibs
<br />517.00
<br />825.82
<br />1,225.00
<br />3.621.75
<br />115.50
<br />309.01
<br />380.95
<br />® Right End DL
<br />Ibs
<br />180.00
<br />.222.36
<br />245.00
<br />989.58
<br />287.99
<br />190.38
<br />76.08
<br />LL
<br />Ibs
<br />1,343.00
<br />1.048.19
<br />980.00
<br />2,632.17
<br />681.11
<br />450.38
<br />304.88
<br />Max. DL4LL
<br />Ibs
<br />1.523.00
<br />-- . -
<br />825.82
<br />- -
<br />1,225.00
<br />3,621.75
<br />969.09
<br />640.77
<br />380.95
<br />- --
<br />Deflections
<br />---
<br />Ratio OK
<br />DenaGlon OK Denedion OK Oened-ion --OK
<br />-
<br />Defled-lan OK Dafledton OK
<br />--
<br />DeflectionOK
<br />Center DL Den
<br />In
<br />0.045
<br />0.098
<br />.0.010
<br />-0.055
<br />0.008
<br />-0.004
<br />-0.040
<br />L/Den Ratio
<br />2.645.9
<br />1,759.9
<br />8,204.5
<br />2.557.9
<br />8.626.3
<br />27.053.9
<br />3,444.0
<br />Center LL Den
<br />in
<br />.0.110
<br />-0,460
<br />.0.041
<br />-0.148
<br />0.011
<br />-0.093
<br />-0.160
<br />UDen Ratio
<br />1,091.8
<br />373.4
<br />2.051.1
<br />961.7
<br />5,788.4
<br />1,286.9
<br />859.6
<br />Center Total Den
<br />in
<br />-0,065
<br />-0.362
<br />-0.051
<br />-0.203
<br />0,019
<br />-0.096
<br />-0.200
<br />Location
<br />it
<br />4.800
<br />7.150
<br />3.500
<br />5.915
<br />3.432
<br />4,880
<br />5.720
<br />L/Den Ratio
<br />1,B48.7
<br />413.9
<br />1,640.9
<br />698.9
<br />3.469.4
<br />1,244.0
<br />687.9
<br />Cantilever DL Den
<br />In
<br />-0.066
<br />-0.025
<br />-0.019
<br />Cantilever LL Deft
<br />in
<br />0.026
<br />-0.045
<br />0.050
<br />Total Cent. Den
<br />in,
<br />-0.039
<br />-0,070
<br />0,031
<br />UDen Ratio
<br />1
<br />1,624.4
<br />750.9
<br />2,340.8
<br />
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