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Adjusted Design Value for Extreme Fiber Bending Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Timber Engineering ↺
Timber-Engineering Adjustment Factors for Design Values ↺
Adjustment-Factors-For-Design-Values
✖Design value for extreme-fiber bending.ⓘ Design value [Fb]
+10%
-10%
✖Load duration factor is based on the ability of wood to recover after a reasonable load has been applied for a given time.ⓘ Load duration factor [CD]
+10%
-10%
✖Wet service factor is used to signify wood that will not be used in a dry condition.ⓘ Wet service factor [CM]
+10%
-10%
✖Temperature factor is the factor used for wood that is expected to be exposed to high temperatures for long periods of time.ⓘ Temperature factor [Ct]
+10%
-10%
✖Beam stability factor is to ensure that weak-axis buckling or torsional buckling does not occur over long non-laterally supported spans.ⓘ Beam stability factor [CL]
+10%
-10%
✖Size factor is the factors that takes non-homogeneity of wood into account.ⓘ Size factor [CF]
+10%
-10%
✖Volume factor applicable only when beams are glued or laminated.ⓘ Volume factor [Cv]
+10%
-10%
✖Flat use factor is used when the load is applied to the longer face about it's minor or weak axisⓘ Flat use factor [Cfu]
+10%
-10%
✖Repetitive member factor is applicable only to dimension-lumber beams 2 to 4 in (50.8 to 101.6 mm) thick.ⓘ Repetitive member factor [Cr]
+10%
-10%
✖Curvature factor is applicable only to curved portions of glued￾laminated beams.ⓘ Curvature factor [Cc]
+10%
-10%
✖Form factor ensure that a circular or diamond-shape flexural member has the same moment capacity as a square beam with the same cross-sectional area. ⓘ Form factor [Cf]
+10%
-10%
✖Adjusted design value is related to test spanⓘ Adjusted Design Value for Extreme Fiber Bending [F'b]
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Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors
Adjusted Value for Loading Parallel to Grain=Nominal Value for Loading Parallel to Grain*Load Duration Factor*Wet service factor*Temperature factor*Group Action Factor*Geometry Factor*Penetration Depth Factor*Metal-side-plate Factor GO
Adjusted Design Value for Lateral Loading for Nails and Spikes
Adjusted Design Value for Lateral Loading=Nominal Design Value for Lateral Loading*Load duration factor*Wet service factor*Temperature factor*End grain factor*Penetration Depth Factor*Diaphragm factor*Toenail factor GO
Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors
Adjusted Value for Loading Normal to Grain=Nominal Value for Loading Normal to Grain*Load Duration Factor*Wet service factor*Temperature factor*Group Action Factor*Geometry Factor*Penetration Depth Factor GO
Adjusted Design Value for Lateral Loading for Bolts
Adjusted Design Value for Lateral Loading=Nominal Design Value for Lateral Loading*Load Duration Factor*Wet service factor*Temperature factor*Group Action Factor*Geometry Factor GO
Adjusted Design Value for Compression Parallel to Grain
Adjusted design value for compression parallel=(Design value for compression*Load duration factor*Wet service factor*Temperature factor*Size factor*Column stability factor) GO
Adjusted Design Value for Withdrawal for Nails and Spikes
Adjusted design value for withdrawal=Nominal design value for withdrawal*Load duration factor*Wet service factor*Temperature factor*Toenail factor GO
Adjusted Design Value for Shear
Adjusted design value for shear=(Design value for shear*Load duration factor*Wet service factor*Temperature factor*Shear stress factor) GO
Adjusted Design Value for Withdrawal for Wood Screws
Adjusted design value for withdrawal=Nominal design value for withdrawal*Load duration factor*Wet service factor*Temperature factor GO
Adjusted Design Value for Tension
Adjusted design value for tension=(Design value for tension*Load duration factor*Wet service factor*Temperature factor*Size factor) GO
Adjusted Design Value for End Grain in Bearing Parallel to Grain
Adjusted design value for bearing=(Design value for bearing*Load duration factor*Temperature factor) GO
Adjusted Design Value for Compression Perpendicular to Grain
Adjusted design value=(Design value *Wet service factor*Temperature factor*Bearing area factor) GO

Adjusted Design Value for Extreme Fiber Bending Formula

Adjusted design value=(Design value*Load duration factor*Wet service factor*Temperature factor*Beam stability factor*Size factor*Volume factor*Flat use factor*Repetitive member factor*Curvature factor*Form factor)
F'<sub>b</sub>=(F<sub>b</sub>*C<sub>D</sub>*C<sub>M</sub>*C<sub>t</sub>*C<sub>L</sub>*C<sub>F</sub>*C<sub>v</sub>*C<sub>fu</sub>*C<sub>r</sub>*C<sub>c</sub>*C<sub>f</sub>)
More formulas
Adjusted Design Value for Tension GO
Adjusted Design Value for Shear GO
Adjusted Design Value for Compression Perpendicular to Grain GO
Adjusted Design Value for Compression Parallel to Grain GO
Adjusted Design Value for End Grain in Bearing Parallel to Grain GO

What is adjusted design value ?

Their is always some variation in the design values calculated in timber. Therefore we need to apply the required adjustment to them.After applying adjustment the value which we get is known as adjusted design value.

How to Calculate Adjusted Design Value for Extreme Fiber Bending?

Adjusted Design Value for Extreme Fiber Bending calculator uses Adjusted design value=(Design value*Load duration factor*Wet service factor*Temperature factor*Beam stability factor*Size factor*Volume factor*Flat use factor*Repetitive member factor*Curvature factor*Form factor) to calculate the Adjusted design value, The Adjusted Design Value for Extreme Fiber Bending formula takes all the factors into the consideration. Adjusted design value and is denoted by F'b symbol.

How to calculate Adjusted Design Value for Extreme Fiber Bending using this online calculator? To use this online calculator for Adjusted Design Value for Extreme Fiber Bending, enter Design value (Fb), Load duration factor (CD), Wet service factor (CM), Temperature factor (Ct), Beam stability factor (CL), Size factor (CF), Volume factor (Cv), Flat use factor (Cfu), Repetitive member factor (Cr), Curvature factor (Cc) and Form factor (Cf) and hit the calculate button. Here is how the Adjusted Design Value for Extreme Fiber Bending calculation can be explained with given input values -> 3.8232 = (3000000*0.75*0.8*1*1*1*2*1*1*0.9*1.18).

FAQ

What is Adjusted Design Value for Extreme Fiber Bending?
The Adjusted Design Value for Extreme Fiber Bending formula takes all the factors into the consideration and is represented as F'b=(Fb*CD*CM*Ct*CL*CF*Cv*Cfu*Cr*Cc*Cf) or Adjusted design value=(Design value*Load duration factor*Wet service factor*Temperature factor*Beam stability factor*Size factor*Volume factor*Flat use factor*Repetitive member factor*Curvature factor*Form factor). Design value for extreme-fiber bending, Load duration factor is based on the ability of wood to recover after a reasonable load has been applied for a given time, Wet service factor is used to signify wood that will not be used in a dry condition, Temperature factor is the factor used for wood that is expected to be exposed to high temperatures for long periods of time, Beam stability factor is to ensure that weak-axis buckling or torsional buckling does not occur over long non-laterally supported spans, Size factor is the factors that takes non-homogeneity of wood into account, Volume factor applicable only when beams are glued or laminated, Flat use factor is used when the load is applied to the longer face about it's minor or weak axis, Repetitive member factor is applicable only to dimension-lumber beams 2 to 4 in (50.8 to 101.6 mm) thick, Curvature factor is applicable only to curved portions of glued￾laminated beams and Form factor ensure that a circular or diamond-shape flexural member has the same moment capacity as a square beam with the same cross-sectional area. .
How to calculate Adjusted Design Value for Extreme Fiber Bending?
The Adjusted Design Value for Extreme Fiber Bending formula takes all the factors into the consideration is calculated using Adjusted design value=(Design value*Load duration factor*Wet service factor*Temperature factor*Beam stability factor*Size factor*Volume factor*Flat use factor*Repetitive member factor*Curvature factor*Form factor). To calculate Adjusted Design Value for Extreme Fiber Bending, you need Design value (Fb), Load duration factor (CD), Wet service factor (CM), Temperature factor (Ct), Beam stability factor (CL), Size factor (CF), Volume factor (Cv), Flat use factor (Cfu), Repetitive member factor (Cr), Curvature factor (Cc) and Form factor (Cf). With our tool, you need to enter the respective value for Design value, Load duration factor, Wet service factor, Temperature factor, Beam stability factor, Size factor, Volume factor, Flat use factor, Repetitive member factor, Curvature factor and Form factor and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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