Total Lateral Force Acting in Direction of each of Principal Axis Solution

STEP 0: Pre-Calculation Summary
Formula Used
Lateral Force = Seismic Response Coefficient*Total Dead Load
V = Cs*W
This formula uses 3 Variables
Variables Used
Lateral Force - (Measured in Newton) - Lateral Force is live loads that are applied parallel to the ground; that is, they are horizontal forces acting on a structure.
Seismic Response Coefficient - Seismic Response Coefficient calculates reduced design seismic forces of structural system and deflection amplification factor to convert elastic lateral displacements to total lateral displacements.
Total Dead Load - (Measured in Newton) - Total Dead Load is a permanent load which results from the weight of the structure itself.
STEP 1: Convert Input(s) to Base Unit
Seismic Response Coefficient: 0.35 --> No Conversion Required
Total Dead Load: 106.75 Kilonewton --> 106750 Newton (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
V = Cs*W --> 0.35*106750
Evaluating ... ...
V = 37362.5
STEP 3: Convert Result to Output's Unit
37362.5 Newton -->8.39942413657375 Kilopound-Force (Check conversion here)
FINAL ANSWER
8.39942413657375 8.399424 Kilopound-Force <-- Lateral Force
(Calculation completed in 00.004 seconds)

Credits

Created by Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has created this Calculator and 200+ more calculators!
Verified by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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21 Seismic Loads Calculators

Fundamental Period given Seismic Response Coefficient
Go Fundamental Period = (1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Seismic Response Coefficient))^(3/2)
Seismic Coefficient for Short Period Structures
Go Seismic Coefficient for Short Period Structures = (Seismic Response Coefficient*(Response Modification Factor*Fundamental Period^(2/3)))/1.2
Response Modification Factor
Go Response Modification Factor = 1.2*Seismic Coefficient for Short Period Structures/(Seismic Response Coefficient*Fundamental Period^(2/3))
Seismic Response Coefficient given Fundamental Period
Go Seismic Response Coefficient = 1.2*Seismic Coefficient for Short Period Structures/(Response Modification Factor*Fundamental Period^(2/3))
Seismic Coefficient for Velocity Dependent Structures
Go Seismic Coefficient for Velocity Dependent = Seismic Response Coefficient*Response Modification Factor /2.5
Seismic Response Coefficient given Seismic Coefficient for Velocity Dependent Structures
Go Seismic Response Coefficient = 2.5*Seismic Coefficient for Velocity Dependent/Response Modification Factor
Response Modification Factor by Velocity Dependent Structures
Go Response Modification Factor = 2.5*Seismic Coefficient for Velocity Dependent/Seismic Response Coefficient
Lateral Force
Go Lateral Force = Lateral Seismic Force/Vertical Distribution Factor
Vertical Distribution Factor given Lateral Force
Go Vertical Distribution Factor = Lateral Seismic Force/Lateral Force
Lateral Seismic Force
Go Lateral Seismic Force = Vertical Distribution Factor*Lateral Force
Total Lateral Force Acting in Direction of each of Principal Axis
Go Lateral Force = Seismic Response Coefficient*Total Dead Load
Seismic Response Coefficient given Base Shear
Go Seismic Response Coefficient = Lateral Force/Total Dead Load
Total Dead Load given Base Shear
Go Total Dead Load = Lateral Force/Seismic Response Coefficient
Building Height for Steel Frame given Fundamental Period
Go Height of Building = (Fundamental Period/0.035)^(4/3)
Building Height for Steel Eccentrically Braced Frames given Fundamental Period
Go Height of Building = (Fundamental Period/0.03)^(4/3)
Building Height for Reinforced Concrete Frames given Fundamental Period
Go Height of Building = (Fundamental Period/0.03)^(4/3)
Building Height for other Buildings given Fundamental Period
Go Height of Building = (Fundamental Period/0.02)^(4/3)
Fundamental Period for Steel Eccentrically Braced Frames
Go Fundamental Period = 0.03*Height of Building^(3/4)
Fundamental Period for other Buildings
Go Fundamental Period = 0.02*Height of Building^(3/4)
Fundamental Period for Steel Frames
Go Fundamental Period = 0.035*Height of Building^(3/4)
Fundamental Period for Reinforced Concrete Frames
Go Fundamental Period = 0.03*Height of Building^(3/4)

Total Lateral Force Acting in Direction of each of Principal Axis Formula

Lateral Force = Seismic Response Coefficient*Total Dead Load
V = Cs*W

What are Lateral Loads?

Lateral loads are live loads that are applied parallel to the ground; that is, they are horizontal forces acting on a structure.

How to Calculate Total Lateral Force Acting in Direction of each of Principal Axis?

Total Lateral Force Acting in Direction of each of Principal Axis calculator uses Lateral Force = Seismic Response Coefficient*Total Dead Load to calculate the Lateral Force, The Total Lateral Force Acting in Direction of each of Principal Axis formula calculates the total lateral force or base shear when we have a prior info of total dead load. Lateral Force is denoted by V symbol.

How to calculate Total Lateral Force Acting in Direction of each of Principal Axis using this online calculator? To use this online calculator for Total Lateral Force Acting in Direction of each of Principal Axis, enter Seismic Response Coefficient (Cs) & Total Dead Load (W) and hit the calculate button. Here is how the Total Lateral Force Acting in Direction of each of Principal Axis calculation can be explained with given input values -> 0.001888 = 0.35*106750.

FAQ

What is Total Lateral Force Acting in Direction of each of Principal Axis?
The Total Lateral Force Acting in Direction of each of Principal Axis formula calculates the total lateral force or base shear when we have a prior info of total dead load and is represented as V = Cs*W or Lateral Force = Seismic Response Coefficient*Total Dead Load. Seismic Response Coefficient calculates reduced design seismic forces of structural system and deflection amplification factor to convert elastic lateral displacements to total lateral displacements & Total Dead Load is a permanent load which results from the weight of the structure itself.
How to calculate Total Lateral Force Acting in Direction of each of Principal Axis?
The Total Lateral Force Acting in Direction of each of Principal Axis formula calculates the total lateral force or base shear when we have a prior info of total dead load is calculated using Lateral Force = Seismic Response Coefficient*Total Dead Load. To calculate Total Lateral Force Acting in Direction of each of Principal Axis, you need Seismic Response Coefficient (Cs) & Total Dead Load (W). With our tool, you need to enter the respective value for Seismic Response Coefficient & Total Dead Load and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Lateral Force?
In this formula, Lateral Force uses Seismic Response Coefficient & Total Dead Load. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Lateral Force = Lateral Seismic Force/Vertical Distribution Factor
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