Lateral Seismic Force Solution

STEP 0: Pre-Calculation Summary
Formula Used
Lateral Seismic Force = Vertical Distribution Factor*Lateral Force
Fx = Cux*V
This formula uses 3 Variables
Variables Used
Lateral Seismic Force - (Measured in Newton) - Lateral Seismic Force is the seismic force that acts in the direction parallel to ground and perpendicular to the direction of gravitational pull of earth.
Vertical Distribution Factor - Vertical Distribution Factor is the ratio of lateral seismic force to lateral force.
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.
STEP 1: Convert Input(s) to Base Unit
Vertical Distribution Factor: 1.18 --> No Conversion Required
Lateral Force: 8.4 Kilopound-Force --> 37365.0615681401 Newton (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fx = Cux*V --> 1.18*37365.0615681401
Evaluating ... ...
Fx = 44090.7726504053
STEP 3: Convert Result to Output's Unit
44090.7726504053 Newton --> No Conversion Required
FINAL ANSWER
44090.7726504053 44090.77 Newton <-- Lateral Seismic 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 Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has verified this Calculator and 700+ more calculators!

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
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))
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 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
Seismic Coefficient for Velocity Dependent Structures
Go Seismic Coefficient for Velocity Dependent = Seismic Response Coefficient*Response Modification Factor/2.5
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
Lateral Force
Go Lateral Force = Lateral Seismic Force/Vertical Distribution Factor
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 Frames
Go Fundamental Period = 0.035*Height of Building^(3/4)
Fundamental Period for Steel Eccentrically Braced Frames
Go Fundamental Period = 0.03*Height of Building^(3/4)
Fundamental Period for Reinforced Concrete 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)

Lateral Seismic Force Formula

Lateral Seismic Force = Vertical Distribution Factor*Lateral Force
Fx = Cux*V

What are Lateral Forces?

The Force that acts in the direction parallel to ground and perpendicular to the direction of gravitational pull of earth is known as lateral forces.

How to Calculate Lateral Seismic Force?

Lateral Seismic Force calculator uses Lateral Seismic Force = Vertical Distribution Factor*Lateral Force to calculate the Lateral Seismic Force, The Lateral Seismic Force is defined as the force at any floor level as lateral force should be distributed over the height of the structure as concentrated loads at each floor level or storey. Lateral Seismic Force is denoted by Fx symbol.

How to calculate Lateral Seismic Force using this online calculator? To use this online calculator for Lateral Seismic Force, enter Vertical Distribution Factor (Cux) & Lateral Force (V) and hit the calculate button. Here is how the Lateral Seismic Force calculation can be explained with given input values -> 44090.77 = 1.18*37365.0615681401.

FAQ

What is Lateral Seismic Force?
The Lateral Seismic Force is defined as the force at any floor level as lateral force should be distributed over the height of the structure as concentrated loads at each floor level or storey and is represented as Fx = Cux*V or Lateral Seismic Force = Vertical Distribution Factor*Lateral Force. Vertical Distribution Factor is the ratio of lateral seismic force to lateral force & Lateral Force is live loads that are applied parallel to the ground; that is, they are horizontal forces acting on a structure.
How to calculate Lateral Seismic Force?
The Lateral Seismic Force is defined as the force at any floor level as lateral force should be distributed over the height of the structure as concentrated loads at each floor level or storey is calculated using Lateral Seismic Force = Vertical Distribution Factor*Lateral Force. To calculate Lateral Seismic Force, you need Vertical Distribution Factor (Cux) & Lateral Force (V). With our tool, you need to enter the respective value for Vertical Distribution Factor & Lateral Force 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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