24C-166 52 Franklin Struc RidgeTRUE FALSE FALSE FALSE
Member # FALSE Member at Roof
Location :Repetitive Use ?Yes
Nominal Size : ( 3 )2 x 12 Incised for PT ?No
Species = Sph)DN.1 Flat Use :No
** Dimension Lumber **Grade = 2400f-2.0E Moisture Content :< 19%
Span (L) = 12 ft -0 in / 0 ft -0 in Temperature (° F) :
Tributary Width (B) = 11 ft -0 in 11.0 12.00
Unsupported Length (lu) = 0 ft -16 in / 0 ft -0 in < 100 with Cantilever
1.3 0.001 # with Point Load(s)
0 No.1212 with Sloped Load(s)
(pressed-down buttons are selected)
LOADING
Max. Span =11 ft -6 in Dead Load Uniform w (psf) =10 110
R1 11.53 11.53 R2 Point 1 a (ft) =0.00 P (lb) =0
3300 lb Point 2 a (ft) =0.00 P (lb) =0
Sloped a1 (ft) =0.00 w1(plf) =0
NG a2 (ft) =0.00 w2(plf) =0
Ratio Snow Load Uniform w (psf) =40 440
Max fv (psi) & V (lb)83 2784 155 5240 53%Point 1 a (ft) =0.00 P (lb) =0
Max fv (psi) & V (lb) on CL 0 0 155 5240 0%CD = 1.15 Point 2 a (ft) =0.00 P (lb) =0
Max fb (psi) & M (lb-ft)1252 9900 1155 9136 108%Sloped a1 (ft) =0.00 w1(plf) =0
Max fb (psi) & M (lb-ft) on CL 0 0 1155 9136 0%a2 (ft) =0.00 w2(plf) =0
Total Load Max. Defl. (in)-0.40 L/360 L/180 0.80 50%
Live Load Max. Defl. (in)-0.32 L/449 L/240 0.60 53%
Deflection_TL (in) @ CL end 0.00 CL/0 0.00 0%
Deflection_LL (in) @ CL end 0.00 CL/0 0.00 0%
for M for V for E
Wet Service CM = 1.00 1.00 1.00
Temperature Ct = 1.00 1.00 1.00
Beam Stability CL = 1.00 N/A N/A ◄
Size CF = 1.00 N/A N/A
Flat Use Cfu = 1.00 N/A N/A
Incising Ci = 1.00 1.00 1.00
Repetitive Member Cr = 1.15 N/A N/A ◄
Buckling Stiffness CT = N/A N/A 1.11 ◄
(for Emin)
Design Values
Fb (psi)Fv (psi) E (psi) Emin
Reference 875 135 1200000 440000
Adjusted 1155 155 1200000 487112
1157
Section Properties
breadth (b) =4.5 in
depth (d) =11.25 in
Area (A) =50.6 in^2
Section Modulus (Sx) =94.9 in^3
Moment of Inertial (Ix) =533.9 in^4
Main Floor
A l l o w a b l eA c t u a l
Load Type
How to
Enter Data
Designed on: October 23, 2018
Adjustment Factors
A1
Spruce-Pine-Fir (South)
No.1
3301 lb
Stress and/or Deflection Check
Beam or Girder Joist or Rafter
with Cantilever
Print Order Pro
Version
0
5000
10000
15000
-4000
-3000
-2000
-1000
0
1000
2000
3000
4000
-0.450-0.400-0.350-0.300-0.250-0.200-0.150-0.100-0.0500.000
Shear Force, V (lb)
Bending Moment, M (lb-ft)
Total Load Deflection (in)
with Point Load(s)
with Sloped Load(s)
Developed by:Forum Engineers
Setup
w (psf)
L
Reset Loads to Zero
YesNo
YesNo
<19%>19%
<100 100~125 125~150
YesYesNoNo
Floor Roof
Set Duration Factors
Set Deflection Limits
Version: 3.0