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r" F ® C 1 SOLUTIONS REPORT Level, Roof.- Joist
,r ii �� i� Current Solution:: 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 16" OC
Overall Sloped Length: 10'4 1/16"
0 0
r -
12 i
3 r
1.
9
All locations are measured from the outside face of left support (or
left cantilever end).AII dimensions are horizontal.; Drawing is
Conceptual
Design Results
Actual @ Location
Allowed
Result LDF
Member Reaction (lbs)
334 @ 4 1/2"
51565.50"
Passed (6%)
Shear (lbs)
273 @ 10 13/16"
1139
Passed (24%) 1.15
Moment (Ft -lbs)
707 @ 4' 11 1/2"
_@4'
975
Passed (72%) 1.15
Live Load Defl. (in)
0.237 11
1/2"
0.315
Passed (L/479)
Total Load Defl. (in)
0.341 @ 4' 11
1Z2"
0.472
Passed (L/332)
PASSED
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 3/12
All Product Solutions
Glen Hansen
BMC
Depth
Series
Plies
Spacing
Wood Volume
5 1/2"
2 x Douglas Fir -Larch No. 2
1
12"
1.10
5 1/2"
2 x Douglas Fir -Larch No. 2
1
16"
0.82
5 1/2"
2 x Douglas Fir -Larch No. 2
1
19.2"
0.69
7 1/4"
2 x Douglas Fir -Larch No. 2
1
12"
1.45
7 1/4"
2 x Douglas Fir -Larch No. 2
1
16"
1.09
7 1/4"
2 x Douglas Fir -Larch No. 2
1
19.2"
0.91
7 1/4"
2 x Douglas Fir -Larch No. 2
1
24"
0.72
9 1/4"
2 x Douglas Fir -Larch No. 2
1
12"
1.85
9 1/4"
2 x Douglas Fir -Larch No. 2
1
16"
1.39
9 1/4"
2 x Douglas Fir -Larch No. 2
1
19.2"
1.16
9 1/4"
2 x Douglas Fir -Larch No. 2
1
24"
0.93
9 1/4"
2 x Douglas Fir -Larch No. 2
1
32"
0.69
11 1/4"
2 x Douglas Fir -Larch No. 2
1
12"
2.25
111/4"
2 x Douglas Fir -Larch No. 2
1
16"
1.69
11 1/4"
2 x Douglas Fir -Larch No. 2
1
19.2"
1.41
11 1/4"
2 x Douglas Fir -Larch No. 2
1
24"
1.13
11 1/4"
2 x Douglas Fir -Larch No. 2
1
32"
0.84
I ne purpose or this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes
Glen Hansen
BMC
(208)656-9801
Glen. Hansen@buildwithbmc.corn
8/16/2018 5:23:58 PM
Forte v5.4, Design Engine: V7.1.1.3
Page 1 of 1
lillil 0 rj SOLUTIONS REPORT Level, Roof. Joist PASSED
r g Current Solution:: 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2@ 12" OC
Overall Sloped Length: 15'6 5/16"
0
12
3
I�
All locations are measured from the outside face of left support (or
left cantilever end).AII dimensions are horizontal.; Drawing is
Conceptual
14'
Design Results
Actual @ Location
Allowed
Result LDF
Member Reaction (lbs)
376 @ 4 1/2"
5156
5.50"
passed (7%)
Shear (lbs)
324 @ 1' 9/16"
1501
Passed (22%) 1.15
Moment (Ft -lbs)
1266 @ 7' 5 1/2"
1564
Passed (81%) 1.15
Live Load Defl.(in)
0.442 @ 7'5 1/2"
0.487
Passed (L/396)
Total Load Defl.(in)
0.638 @ 7'5 1/2"
0.730
Passed (L/275)
0
System : Roof
Member Type : Joist
Building Use : Residential
Building Code: IBC 2015
Design Methodology : ASD
Member Pitch : 3/12
All Product Solutions
Glen Hansen
BMC
Depth
Series
Plies
Spacing
-
Wood Volume
7 1/4"
2 x Douglas Fir -Larch No. 2
1
12"
1.45
9 1/4"
2 x Douglas Fir -Larch No. 2
1
12"
1.85
9 1/4"
2 x Douglas Fir -Larch No. 2
1
16"
1.39
9 1/4"
2 x Douglas Fir -Larch No. 2
1
19.2"
1.16
11 1/4"
2 x Douglas Fir -Larch No. 2
1
12"
2.25
11 1/4"
2 x Douglas Fir -Larch No. 2
1
16"
1.69
11 1/4"
2 x Douglas Fir -Larch No. 2
1
19.2"
1.41
11 1/4"
2 x Douglas Fir -Larch No. 2
1
24"
1.13
i ne purpose or rnis report is tor product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes
Glen Hansen
BMC
(208) 656-9801
Glen. Hansen@buildwithbmc com
8/16/2018 5:24:24 PM
Forte v5.4, Design Engine: V7.1.1.3
Page 1 of 1