Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors Solution

STEP 0: Pre-Calculation Summary
Formula Used
Adjusted Value for Loading Normal to Grain = Nominal Design Value for Loading Normal to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor
Q' = Q*C'D*Cm*Ct*Cg*CΔ*Cd
This formula uses 8 Variables
Variables Used
Adjusted Value for Loading Normal to Grain - Adjusted Value for Loading Normal to Grain for split ring and shear plate connectors.
Nominal Design Value for Loading Normal to Grain - (Measured in Newton) - Nominal Design Value for Loading Normal to Grain for split ring and shear plate connectors is the magnitudes of the loads specified (dead, live, soil, wind, snow, rain, flood and earthquake).
Load Duration Factor for Bolts - Load Duration Factor for Bolts not to exceed 1.6 for connections is based on the ability of wood to recover after a reasonable load has been applied for a given time.
Wet Service Factor - Wet Service Factor is used to signify wood that will not be used in a dry condition.
Temperature Factor - Temperature factor is the factor used for wood that is expected to be exposed to high temperatures for long periods of time.
Group Action Factor - Group action factor for connections or wood members with the fasteners.
Geometry Factor - Geometry Factor for connections or wood members with fasteners.
Penetration Depth Factor - Penetration Depth Factor for split ring and shear plate connectors is the analyzing area for resistivity measurement depends on several factors of the material. In no case should Cd exceed unity.
STEP 1: Convert Input(s) to Base Unit
Nominal Design Value for Loading Normal to Grain: 51 Newton --> 51 Newton No Conversion Required
Load Duration Factor for Bolts: 2 --> No Conversion Required
Wet Service Factor: 0.81 --> No Conversion Required
Temperature Factor: 0.8 --> No Conversion Required
Group Action Factor: 0.97 --> No Conversion Required
Geometry Factor: 1.5 --> No Conversion Required
Penetration Depth Factor: 0.9 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Q' = Q*C'D*Cm*Ct*Cg*CΔ*Cd --> 51*2*0.81*0.8*0.97*1.5*0.9
Evaluating ... ...
Q' = 86.552712
STEP 3: Convert Result to Output's Unit
86.552712 --> No Conversion Required
FINAL ANSWER
86.552712 86.55271 <-- Adjusted Value for Loading Normal to Grain
(Calculation completed in 00.004 seconds)

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Coorg Institute of Technology (CIT), Coorg
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13 Adjustment of Design Values for Connections with Fasteners Calculators

Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors
Go Adjusted Value for Loading Perpendicular to Grain = Nominal Design Value for Loading Parallel to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor*Metal Side-Plate Factor
Adjusted Design Value for Lateral Loading for Drift Bolts and Pins
Go Adjusted Design Value for Lateral Loading = Nominal Design Value for Lateral Loading*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Penetration Depth Factor*Geometry Factor*End Grain Factor
Adjusted Design Value for Lateral Loading for Lag Screws
Go Adjusted Design Value for Lateral Loading = Nominal Design Value for Lateral Loading*Wet Service Factor*Load Duration Factor*Temperature Factor*Penetration Depth Factor*End Grain Factor*Group Action Factor*Geometry Factor
Adjusted Design Value for Lateral Loading for Nails and Spikes
Go 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
Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors
Go Adjusted Value for Loading Normal to Grain = Nominal Design Value for Loading Normal to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor
Adjusted Design Value for Lateral Loading for Bolts
Go Adjusted Design Value for Lateral Loading = Nominal Design Value for Lateral Loading*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor
Adjusted Design Value for Lateral Loading for Wood Screws
Go 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
Adjusted Design Value for Lateral Loading for Spike Grids
Go Adjusted Design Value for Lateral Loading = Nominal Design Value for Lateral Loading*Load Duration Factor*Wet Service Factor*Temperature Factor*Geometry Factor
Adjusted Design Value for Withdrawal for Drift Bolts and Pins
Go Adjusted Design Value for Withdrawal = Nominal Design Value for Withdrawal*Load Duration Factor*Wet Service Factor*Temperature Factor*End Grain Factor
Adjusted Design Value for Withdrawal for Lag Screws
Go Adjusted Design Value for Withdrawal = Nominal Design Value for Withdrawal*Load Duration Factor*Wet Service Factor*End Grain Factor*Temperature Factor
Adjusted Design Value for Withdrawal for Nails and Spikes
Go Adjusted Design Value for Withdrawal = Nominal Design Value for Withdrawal*Load Duration Factor*Wet Service Factor*Temperature Factor*Toenail Factor
Adjusted Design Value for Lateral Loading for Metal Plate Connectors
Go Adjusted Design Value for Lateral Loading = Nominal Design Value for Lateral Loading*Load Duration Factor*Wet Service Factor*Temperature Factor
Adjusted Design Value for Withdrawal for Wood Screws
Go Adjusted Design Value for Withdrawal = Nominal Design Value for Withdrawal*Load Duration Factor*Wet Service Factor*Temperature Factor

Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors Formula

Adjusted Value for Loading Normal to Grain = Nominal Design Value for Loading Normal to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor
Q' = Q*C'D*Cm*Ct*Cg*CΔ*Cd

What is Split-ring?

Split-ring connector is a ring shaped type of timber connector that is in inserted in routed grooves between timber members in order to reduce stresses to the timbers at the connection points.

What is adjusted design value for withdrawal for wood screws?

Nominal design values for laterally loaded fasteners Z, withdrawal of fasteners W, load parallel to grain P, and load perpendicular to grain Q should be multiplied by applicable adjustment factors to determine adjusted design values. The load applied to a connection should not exceed the adjusted design value.

How to Calculate Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors?

Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors calculator uses Adjusted Value for Loading Normal to Grain = Nominal Design Value for Loading Normal to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor to calculate the Adjusted Value for Loading Normal to Grain, Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors is defined by parameters nominal value for loading parallel to grain, load-duration factor, wet-service factor, temperature factor, group-action factor, geometry factor, penetration-depth factor. Adjusted Value for Loading Normal to Grain is denoted by Q' symbol.

How to calculate Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors using this online calculator? To use this online calculator for Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors, enter Nominal Design Value for Loading Normal to Grain (Q), Load Duration Factor for Bolts (C'D), Wet Service Factor (Cm), Temperature Factor (Ct), Group Action Factor (Cg), Geometry Factor (CΔ) & Penetration Depth Factor (Cd) and hit the calculate button. Here is how the Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors calculation can be explained with given input values -> 86.55271 = 51*2*0.81*0.8*0.97*1.5*0.9.

FAQ

What is Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors?
Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors is defined by parameters nominal value for loading parallel to grain, load-duration factor, wet-service factor, temperature factor, group-action factor, geometry factor, penetration-depth factor and is represented as Q' = Q*C'D*Cm*Ct*Cg*CΔ*Cd or Adjusted Value for Loading Normal to Grain = Nominal Design Value for Loading Normal to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor. Nominal Design Value for Loading Normal to Grain for split ring and shear plate connectors is the magnitudes of the loads specified (dead, live, soil, wind, snow, rain, flood and earthquake), Load Duration Factor for Bolts not to exceed 1.6 for connections 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, Group action factor for connections or wood members with the fasteners, Geometry Factor for connections or wood members with fasteners & Penetration Depth Factor for split ring and shear plate connectors is the analyzing area for resistivity measurement depends on several factors of the material. In no case should Cd exceed unity.
How to calculate Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors?
Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors is defined by parameters nominal value for loading parallel to grain, load-duration factor, wet-service factor, temperature factor, group-action factor, geometry factor, penetration-depth factor is calculated using Adjusted Value for Loading Normal to Grain = Nominal Design Value for Loading Normal to Grain*Load Duration Factor for Bolts*Wet Service Factor*Temperature Factor*Group Action Factor*Geometry Factor*Penetration Depth Factor. To calculate Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors, you need Nominal Design Value for Loading Normal to Grain (Q), Load Duration Factor for Bolts (C'D), Wet Service Factor (Cm), Temperature Factor (Ct), Group Action Factor (Cg), Geometry Factor (CΔ) & Penetration Depth Factor (Cd). With our tool, you need to enter the respective value for Nominal Design Value for Loading Normal to Grain, Load Duration Factor for Bolts, Wet Service Factor, Temperature Factor, Group Action Factor, Geometry Factor & Penetration Depth 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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