Total Dead Load given Base Shear Solution

STEP 0: Pre-Calculation Summary
Formula Used
Total Dead Load = Lateral Force/Seismic Response Coefficient
W = V/Cs
This formula uses 3 Variables
Variables Used
Total Dead Load - (Measured in Newton) - Total Dead Load is a permanent load which results from the weight of the structure itself.
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.
STEP 1: Convert Input(s) to Base Unit
Lateral Force: 8.4 Kilopound-Force --> 37365.0615681401 Newton (Check conversion ​here)
Seismic Response Coefficient: 0.35 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
W = V/Cs --> 37365.0615681401/0.35
Evaluating ... ...
W = 106757.318766115
STEP 3: Convert Result to Output's Unit
106757.318766115 Newton -->106.757318766115 Kilonewton (Check conversion ​here)
FINAL ANSWER
106.757318766115 106.7573 Kilonewton <-- Total Dead Load
(Calculation completed in 00.020 seconds)

Credits

Creator Image
Created by Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has created this Calculator and 200+ more calculators!
Verifier Image
Verified by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
Suraj Kumar has verified this Calculator and 600+ 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)

Total Dead Load given Base Shear Formula

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

What are Dead Loads?

The dead loads are permanent loads which result from the weight of the structure itself or from other permanent attachments, for example, drywall, roof sheathing and weight of the truss

How to Calculate Total Dead Load given Base Shear?

Total Dead Load given Base Shear calculator uses Total Dead Load = Lateral Force/Seismic Response Coefficient to calculate the Total Dead Load, The Total Dead Load given Base Shear is defined as the total dead load and applicable portions of other loads when base shear or total lateral force is known. Total Dead Load is denoted by W symbol.

How to calculate Total Dead Load given Base Shear using this online calculator? To use this online calculator for Total Dead Load given Base Shear, enter Lateral Force (V) & Seismic Response Coefficient (Cs) and hit the calculate button. Here is how the Total Dead Load given Base Shear calculation can be explained with given input values -> 0.106757 = 37365.0615681401/0.35.

FAQ

What is Total Dead Load given Base Shear?
The Total Dead Load given Base Shear is defined as the total dead load and applicable portions of other loads when base shear or total lateral force is known and is represented as W = V/Cs or Total Dead Load = Lateral Force/Seismic Response Coefficient. 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 calculates reduced design seismic forces of structural system and deflection amplification factor to convert elastic lateral displacements to total lateral displacements.
How to calculate Total Dead Load given Base Shear?
The Total Dead Load given Base Shear is defined as the total dead load and applicable portions of other loads when base shear or total lateral force is known is calculated using Total Dead Load = Lateral Force/Seismic Response Coefficient. To calculate Total Dead Load given Base Shear, you need Lateral Force (V) & Seismic Response Coefficient (Cs). With our tool, you need to enter the respective value for Lateral Force & Seismic Response Coefficient and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!