Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors Calculator

✖Nominal Design Value for Loading Parallel to Grain for connections with fasteners is the magnitudes of the loads specified.ⓘ Nominal Design Value for Loading Parallel to Grain [P]			+10% -10%
✖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.ⓘ Load Duration Factor for Bolts [C'_D]			+10% -10%
✖Wet Service Factor is used to signify wood that will not be used in a dry condition.ⓘ Wet Service Factor [C_m]			+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 [C_t]			+10% -10%
✖Group action factor for connections or wood members with the fasteners.ⓘ Group Action Factor [C_g]			+10% -10%
✖Geometry Factor for connections or wood members with fasteners.ⓘ Geometry Factor [C_Δ]			+10% -10%
✖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.ⓘ Penetration Depth Factor [C_d]			+10% -10%
✖Metal side-plate Factor for Split Ring and Shear Plate Connectors, the values depend on the species of wood used in the connection, such as group A, B, C, or D as listed in the NDS.ⓘ Metal Side-Plate Factor [C_st]			+10% -10%

✖Adjusted Value for Loading Perpendicular to Grain for connections is some variation in the design values calculated in timber. Therefore the need to apply the required adjustment to them.ⓘ Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors [P']

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

STEP 0: Pre-Calculation Summary

Formula Used

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
P' = P*C'_D*C_m*C_t*C_g*C_Δ*C_d*C_st
This formula uses 9 Variables

Variables Used

Adjusted Value for Loading Perpendicular to Grain - Adjusted Value for Loading Perpendicular to Grain for connections is some variation in the design values calculated in timber. Therefore the need to apply the required adjustment to them.
Nominal Design Value for Loading Parallel to Grain - (Measured in Newton) - Nominal Design Value for Loading Parallel to Grain for connections with fasteners is the magnitudes of the loads specified.
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.
Metal Side-Plate Factor - Metal side-plate Factor for Split Ring and Shear Plate Connectors, the values depend on the species of wood used in the connection, such as group A, B, C, or D as listed in the NDS.

STEP 1: Convert Input(s) to Base Unit

Nominal Design Value for Loading Parallel to Grain: 60 Newton --> 60 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
Metal Side-Plate Factor: 1.8 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

P' = P*C'_D*C_m*C_t*C_g*C_Δ*C_d*C_st --> 60*2*0.81*0.8*0.97*1.5*0.9*1.8

Evaluating ... ...

P' = 183.288096

STEP 3: Convert Result to Output's Unit

183.288096 --> No Conversion Required

FINAL ANSWER

183.288096 ≈ 183.2881 <-- Adjusted Value for Loading Perpendicular to Grain

(Calculation completed in 00.004 seconds)

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Coorg Institute of Technology (CIT), Coorg

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< Adjustment of Design Values for Connections with Fasteners Calculators

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

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

LaTeX 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

LaTeX 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 Withdrawal for Nails and Spikes

LaTeX Go Adjusted Design Value for Withdrawal = Nominal Design Value for Withdrawal*Load Duration Factor*Wet Service Factor*Temperature Factor*Toenail Factor

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

LaTeX Go

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 Parallel to Grain for Split Ring and Shear Plate Connectors?

Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors calculator uses 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 to calculate the Adjusted Value for Loading Perpendicular to Grain, Adjusted Value for Loading Parallel 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 metal-side-plate factor. Adjusted Value for Loading Perpendicular to Grain is denoted by P' symbol.

How to calculate Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors using this online calculator? To use this online calculator for Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors, enter Nominal Design Value for Loading Parallel to Grain (P), Load Duration Factor for Bolts (C'_D), Wet Service Factor (C_m), Temperature Factor (C_t), Group Action Factor (C_g), Geometry Factor (C_Δ), Penetration Depth Factor (C_d) & Metal Side-Plate Factor (C_st) and hit the calculate button. Here is how the Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors calculation can be explained with given input values -> 183.2881 = 60*2*0.81*0.8*0.97*1.5*0.9*1.8.

FAQ

What is Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors?

Adjusted Value for Loading Parallel 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 metal-side-plate factor and is represented as P' = P*C'_D*C_m*C_t*C_g*C_Δ*C_d*C_st or 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. Nominal Design Value for Loading Parallel to Grain for connections with fasteners is the magnitudes of the loads specified, 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 & Metal side-plate Factor for Split Ring and Shear Plate Connectors, the values depend on the species of wood used in the connection, such as group A, B, C, or D as listed in the NDS.

How to calculate Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors?

Adjusted Value for Loading Parallel 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 metal-side-plate factor is calculated using 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. To calculate Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors, you need Nominal Design Value for Loading Parallel to Grain (P), Load Duration Factor for Bolts (C'_D), Wet Service Factor (C_m), Temperature Factor (C_t), Group Action Factor (C_g), Geometry Factor (C_Δ), Penetration Depth Factor (C_d) & Metal Side-Plate Factor (C_st). With our tool, you need to enter the respective value for 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 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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