38B-293 138 West St Beam 9ftTRUE FALSE FALSE FALSE
Member # FALSE Member at Floor
Location :Repetitive Use ?No
Nominal Size : ( 2 ) 2 x 12 Incised for PT ?No
Species = Sph)DN.2 Flat Use :No
** Dimension Lumber **Grade = 2400f-2.0E Moisture Content :< 19%
Span (L) = 9 ft - 0 in / 0 ft - 0 in Temperature (° F) :
Tributary Width (B) = 12 ft - 9 in 12.8 9.00
Unsupported Length (lu) = 1 ft - 0 in / 0 ft - 0 in 100 with Cantilever
1.0 0.001 # with Point Load(s)
0 No.2212 with Sloped Load(s)
(pressed-down buttons are selected)
LOADING
Max. Span =7 ft - 1 in Dead Load Uniform w (psf) =10 128
R1 7.15 7.15 R2 Point 1 a (ft) = 0.00 P (lb) = 0
2869 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 Floor Live Uniform w (psf) =40 510
Max fv (psi) & V (lb)101 2271 135 3038 75%Point 1 a (ft) = 0.00 P (lb) = 0
Max fv (psi) & V (lb) on CL 0 0 135 3038 0%CD = 1.00 Point 2 a (ft) = 0.00 P (lb) = 0
Max fb (psi) & M (lb-ft)1224 6455 773 4077 158%Sloped a1 (ft) = 0.00 w1(plf) = 0
Max fb (psi) & M (lb-ft) on CL 0 0 773 4077 0% a2 (ft) = 0.00 w2(plf) = 0
Total Load Max. Defl. (in)-0.24 L/449 L/240 0.45 53%
Live Load Max. Defl. (in)-0.19 L/562 L/360 0.30 64%
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 = 1.00 N/A N/A
Buckling Stiffness CT = N/A N/A 1.09 ◄
(for Emin)
Design Values
Fb (psi)Fv (psi) E (psi) Emin
Reference 775 135 1100000 400000
Adjusted 773 135 1100000 435042
775
Section Properties
breadth (b) = 3 in
depth (d) = 11.25 in
Area (A) = 33.8 in^2
Section Modulus (Sx) = 63.3 in^3
Moment of Inertial (Ix) = 356.0 in^4
How to
Enter Data
Designed on: July 12, 2017
Adjustment Factors
A1
Spruce-Pine-Fir (South)
No.2
2869 lb
Stress and/or Deflection Check
Main Floor
A l l o w a b l eA c t u a l
Load Type
Beam or Girder Joist or Rafter
with Cantilever
Print Order Pro
Version
0
5000
10000
-4000
-3000
-2000
-1000
0
1000
2000
3000
4000
-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