Dead Load Moment given Maximum Steel Stress as per AISC Specifications Calculator

✖Maximum Stress is the stress that material or section withstands before its fracture.ⓘ Maximum Stress [σ_max]			+10% -10%
✖Section Modulus of Steel Beam is a geometric property for a given cross-section used to design steel beams or flexural members.ⓘ Section Modulus of Steel Beam [S_s]			+10% -10%
✖Live Load Moment is the moment generated due to live load acting to member.ⓘ Live Load Moment [M_L]			+10% -10%

✖Dead Load Moment is the moment generated due to dead load acting to member.ⓘ Dead Load Moment given Maximum Steel Stress as per AISC Specifications [M_D]

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Dead Load Moment given Maximum Steel Stress as per AISC Specifications Solution

STEP 0: Pre-Calculation Summary

Formula Used

Dead Load Moment = (Maximum Stress*Section Modulus of Steel Beam)-Live Load Moment
M_D = (σ_max*S_s)-M_L
This formula uses 4 Variables

Variables Used

Dead Load Moment - (Measured in Newton Meter) - Dead Load Moment is the moment generated due to dead load acting to member.
Maximum Stress - (Measured in Pascal) - Maximum Stress is the stress that material or section withstands before its fracture.
Section Modulus of Steel Beam - (Measured in Cubic Meter) - Section Modulus of Steel Beam is a geometric property for a given cross-section used to design steel beams or flexural members.
Live Load Moment - (Measured in Newton Meter) - Live Load Moment is the moment generated due to live load acting to member.

STEP 1: Convert Input(s) to Base Unit

Maximum Stress: 2.18 Newton per Square Millimeter --> 2180000 Pascal (Check conversion here)
Section Modulus of Steel Beam: 150 Cubic Millimeter --> 1.5E-07 Cubic Meter (Check conversion here)
Live Load Moment: 115 Newton Millimeter --> 0.115 Newton Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

M_D = (σ_max*S_s)-M_L --> (2180000*1.5E-07)-0.115

Evaluating ... ...

M_D = 0.212

STEP 3: Convert Result to Output's Unit

0.212 Newton Meter -->212 Newton Millimeter (Check conversion here)

FINAL ANSWER

212 Newton Millimeter <-- Dead Load Moment

(Calculation completed in 00.021 seconds)

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< Composite Construction in Buildings Calculators

Maximum Unit Stress in Steel

LaTeX Go Maximum Stress = (Dead Load Moment/Section Modulus of Steel Beam)+(Live Load Moment/Section Modulus of Transformed Section)

Dead Load Moment Given Maximum Stress in Bottom Flange

LaTeX Go Dead Load Moment = (Maximum Stress*Section Modulus of Transformed Section)-Live Load Moment

Maximum Stress in Bottom Flange

LaTeX Go Maximum Stress = (Dead Load Moment+Live Load Moment)/Section Modulus of Transformed Section

Maximum Steel Stress as per AISC Specifications

LaTeX Go Maximum Stress = (Dead Load Moment+Live Load Moment)/Section Modulus of Steel Beam

Dead Load Moment given Maximum Steel Stress as per AISC Specifications Formula

LaTeX Go

Dead Load Moment = (Maximum Stress*Section Modulus of Steel Beam)-Live Load Moment
M_D = (σ_max*S_s)-M_L

What is Maximum Stress?

The Maximum Stress can be defined as the maximum stress that the specimen can withstand is called the maximum strength of that particular material.

What is Live and Dead Loads?

The Dead Load is defined as the self-weight of the structural member whereas Live Load is defined as the weight of movable objects in the structural member.

How to Calculate Dead Load Moment given Maximum Steel Stress as per AISC Specifications?

Dead Load Moment given Maximum Steel Stress as per AISC Specifications calculator uses Dead Load Moment = (Maximum Stress*Section Modulus of Steel Beam)-Live Load Moment to calculate the Dead Load Moment, The Dead Load Moment given Maximum Steel Stress as per AISC Specifications formula is defined as the dead load moment generated when the steel possesses a higher stress in steel. Dead Load Moment is denoted by M_D symbol.

How to calculate Dead Load Moment given Maximum Steel Stress as per AISC Specifications using this online calculator? To use this online calculator for Dead Load Moment given Maximum Steel Stress as per AISC Specifications, enter Maximum Stress (σ_max), Section Modulus of Steel Beam (S_s) & Live Load Moment (M_L) and hit the calculate button. Here is how the Dead Load Moment given Maximum Steel Stress as per AISC Specifications calculation can be explained with given input values -> 212000 = (2180000*1.5E-07)-0.115.

FAQ

What is Dead Load Moment given Maximum Steel Stress as per AISC Specifications?

The Dead Load Moment given Maximum Steel Stress as per AISC Specifications formula is defined as the dead load moment generated when the steel possesses a higher stress in steel and is represented as M_D = (σ_max*S_s)-M_L or Dead Load Moment = (Maximum Stress*Section Modulus of Steel Beam)-Live Load Moment. Maximum Stress is the stress that material or section withstands before its fracture, Section Modulus of Steel Beam is a geometric property for a given cross-section used to design steel beams or flexural members & Live Load Moment is the moment generated due to live load acting to member.

How to calculate Dead Load Moment given Maximum Steel Stress as per AISC Specifications?

The Dead Load Moment given Maximum Steel Stress as per AISC Specifications formula is defined as the dead load moment generated when the steel possesses a higher stress in steel is calculated using Dead Load Moment = (Maximum Stress*Section Modulus of Steel Beam)-Live Load Moment. To calculate Dead Load Moment given Maximum Steel Stress as per AISC Specifications, you need Maximum Stress (σ_max), Section Modulus of Steel Beam (S_s) & Live Load Moment (M_L). With our tool, you need to enter the respective value for Maximum Stress, Section Modulus of Steel Beam & Live Load Moment 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 Dead Load Moment?

In this formula, Dead Load Moment uses Maximum Stress, Section Modulus of Steel Beam & Live Load Moment. We can use 2 other way(s) to calculate the same, which is/are as follows -

Dead Load Moment = (Maximum Stress*Section Modulus of Transformed Section)-Live Load Moment
Dead Load Moment = (Maximum Stress-(Live Load Moment/Section Modulus of Transformed Section))*Section Modulus of Steel Beam

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