## Load on Each Bolt Solution

STEP 0: Pre-Calculation Summary
Formula Used
Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts)
Pbolt = fc*(A/n)
This formula uses 4 Variables
Variables Used
Load on Each Bolt - (Measured in Newton) - Load on Each Bolt in a bolted joint is typically determined by dividing the total load or force being applied to the joint by the number of bolts in the joint.
Stress in Bearing Plate and Concrete Foundation - (Measured in Newton per Square Millimeter) - Stress in Bearing Plate and Concrete Foundation cause deformation, cracking or failure of the components, which can compromise the integrity of the bolted connection.
Area of Contact in Bearing Plate and Foundation - (Measured in Square Millimeter) - Area of Contact in Bearing Plate and Foundation depends on the size and shape of the bearing plate, the diameter of the bolt, and the thickness and surface condition of the concrete foundation.
Number of Bolts - Number of Bolts is simply defined as the number of bolts that are under our consideration.
STEP 1: Convert Input(s) to Base Unit
Stress in Bearing Plate and Concrete Foundation: 2.213 Newton per Square Millimeter --> 2.213 Newton per Square Millimeter No Conversion Required
Area of Contact in Bearing Plate and Foundation: 102101.98 Square Millimeter --> 102101.98 Square Millimeter No Conversion Required
Number of Bolts: 105 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Pbolt = fc*(A/n) --> 2.213*(102101.98/105)
Evaluating ... ...
Pbolt = 2151.92077847619
STEP 3: Convert Result to Output's Unit
2151.92077847619 Newton --> No Conversion Required
2151.92077847619 2151.921 Newton <-- Load on Each Bolt
(Calculation completed in 00.004 seconds)
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## Credits

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Thadomal Shahani Engineering College (Tsec), Mumbai
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## < 14 Design of Anchor Bolt & Bolting Chair Calculators

Maximum Stress in Horizontal Plate fixed at Edges
Maximum Stress in Horizontal Plate fixed at Edges = 0.7*Maximum Pressure on Horizontal Plate*((Length of Horizontal Plate)^(2)/(Thickness of Horizontal Plate)^(2))*((Effective Width of Horizontal Plate)^(4)/((Length of Horizontal Plate)^(4)+(Effective Width of Horizontal Plate))^(4))
Wind Pressure acting on Upper Part of Vessel
Wind Pressure acting on Upper Part of Vessel = Wind Load acting on Upper Part of Vessel/(Coefficient depending on Shape Factor*Coefficient Period of One Cycle of Vibration*Height of Upper Part of Vessel*Outside Diameter of Vessel)
Wind Pressure acting on Lower Part of Vessel
Wind Pressure acting on Lower Part of Vessel = Wind Load acting on Lower Part of Vessel/(Coefficient depending on Shape Factor*Coefficient Period of One Cycle of Vibration*Height of Lower Part of Vessel*Outside Diameter of Vessel)
Height of Lower Part of Vessel
Height of Lower Part of Vessel = Wind Load acting on Lower Part of Vessel/(Coefficient depending on Shape Factor*Coefficient Period of One Cycle of Vibration*Wind Pressure acting on Lower Part of Vessel*Outside Diameter of Vessel)
Height of Upper Part of Vessel
Height of Upper Part of Vessel = Wind Load acting on Upper Part of Vessel/(Coefficient depending on Shape Factor*Coefficient Period of One Cycle of Vibration*Wind Pressure acting on Upper Part of Vessel*Outside Diameter of Vessel)
Diameter of Anchor Bolt Circle
Diameter of Anchor Bolt Circle = ((4*(Total Wind Force acting on Vessel))*(Height of Vessel above Foundation-Clearance between Vessel Bottom and Foundation))/(Number of Brackets*Maximum Compressive Load on Remote Bracket)
Mean Diameter of Skirt in Vessel
Mean Diameter of Skirt = ((4*Maximum Wind Moment)/((pi*(Axial Bending Stress at Base of Vessel)*Thickness of Skirt)))^(0.5)
Maximum Compressive Load on Remote Bracket = Maximum Pressure on Horizontal Plate*(Length of Horizontal Plate*Effective Width of Horizontal Plate)
Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts)
Maximum Seismic Moment
Maximum Seismic Moment = ((2/3)*Seismic Coefficient*Total Weight of Vessel*Total Height of Vessel)
Stress due to Internal Pressure
Stress due to Internal Pressure = (Internal Design Pressure*Vessel Diameter)/(2*Shell Thickness)
Cross Sectional Area of Bolt
Cross Sectional Area of Bolt = Load on Each Bolt/Permissible Stress for Bolt Materials
Diameter of Bolt given Cross Sectional Area
Diameter of Bolt = (Cross Sectional Area of Bolt*(4/pi))^(0.5)
Number of Bolts
Number of Bolts = (pi*Mean Diameter of Skirt)/600

## Load on Each Bolt Formula

Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts)
Pbolt = fc*(A/n)

## What is Design Load ?

n engineering and construction, the term "design load" refers to the maximum load or force that a structure or component is designed to support, withstand or carry. The design load is determined based on a variety of factors, including the intended use of the structure or component, the expected environmental conditions (such as wind, rain, or earthquakes), and the materials and construction methods used.

## How to Calculate Load on Each Bolt?

Load on Each Bolt calculator uses Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts) to calculate the Load on Each Bolt, Load on each Bolt is an important parameter to consider when designing bolted joints, as it helps to ensure that each bolt in the joint is subjected to a safe and appropriate level of stress. Load on Each Bolt is denoted by Pbolt symbol.

How to calculate Load on Each Bolt using this online calculator? To use this online calculator for Load on Each Bolt, enter Stress in Bearing Plate and Concrete Foundation (fc), Area of Contact in Bearing Plate and Foundation (A) & Number of Bolts (n) and hit the calculate button. Here is how the Load on Each Bolt calculation can be explained with given input values -> 2151.921 = 2213000*(0.10210198/105).

### FAQ

What is Load on Each Bolt?
Load on each Bolt is an important parameter to consider when designing bolted joints, as it helps to ensure that each bolt in the joint is subjected to a safe and appropriate level of stress and is represented as Pbolt = fc*(A/n) or Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts). Stress in Bearing Plate and Concrete Foundation cause deformation, cracking or failure of the components, which can compromise the integrity of the bolted connection, Area of Contact in Bearing Plate and Foundation depends on the size and shape of the bearing plate, the diameter of the bolt, and the thickness and surface condition of the concrete foundation & Number of Bolts is simply defined as the number of bolts that are under our consideration.
How to calculate Load on Each Bolt?
Load on each Bolt is an important parameter to consider when designing bolted joints, as it helps to ensure that each bolt in the joint is subjected to a safe and appropriate level of stress is calculated using Load on Each Bolt = Stress in Bearing Plate and Concrete Foundation*(Area of Contact in Bearing Plate and Foundation/Number of Bolts). To calculate Load on Each Bolt, you need Stress in Bearing Plate and Concrete Foundation (fc), Area of Contact in Bearing Plate and Foundation (A) & Number of Bolts (n). With our tool, you need to enter the respective value for Stress in Bearing Plate and Concrete Foundation, Area of Contact in Bearing Plate and Foundation & Number of Bolts 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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