Live Load Moment when Stress in Steel for Unshored Members is Given Calculator

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✖Section Modulus of Transformed Composite Section, is a geometric property.ⓘ Section Modulus of Transformed Composite Section [S_tr]			+10% -10%
✖steel stress is the stress developed in steelⓘ steel stress [f_s]			+10% -10%
✖Dead Load Moment is the moment generated due to dead load acting to member.ⓘ Dead Load Moment [M_D]			+10% -10%
✖Section Modulus of Steel Beam is a geometric property for a given cross-section used in the design of steel beams or flexural members.ⓘ Section Modulus of Steel Beam [S_s]			+10% -10%

✖Live Load Moment is the moment generated due to dead load acting to member.ⓘ Live Load Moment when Stress in Steel for Unshored Members is Given [M_L]

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Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 400+ more calculators!

Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has verified this Calculator and 50+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

Stress in Compressive Steel

stress in compressive steel=(Distance from compression fiber to NA-Effective cover/(Centroidal distance of tension reinforcement-Distance from compression fiber to NA))*(2*steel stress) GO

Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given

Section Modulus of Transformed Composite Section=Live Load Moment/(steel stress-(Dead Load Moment/Section Modulus of Steel Beam)) GO

Section Modulus of Steel Beam when Stress in Steel for Unshored Members is Given

Section Modulus of Steel Beam=Dead Load Moment/(steel stress-(Live Load Moment/Section Modulus of Transformed Composite Section)) GO

Stress in Steel for Unshored Members

steel stress=(Dead Load Moment/Section Modulus of Steel Beam)+(Live Load Moment/Section Modulus of Transformed Composite Section) GO

Dead Load Moment when Stress in Steel for Unshored Members is Given

Dead Load Moment=Section Modulus of Steel Beam*(steel stress-Live Load Moment/Section Modulus of Transformed Composite Section) GO

Moment Resistance of Tensile Steel when Area is Given

Moment resistance of tensile steel=(Area of steel required)*(steel stress)*(Distance between reinforcements) GO

Stress in Steel for Shored Members

steel stress=(Dead Load Moment+Live Load Moment)/Section Modulus of Transformed Composite Section GO

Dead Load Moment when Stress in Steel for Shored Members is Given

Dead Load Moment=Section Modulus of Transformed Composite Section*steel stress-Live Load Moment GO

Live Load Moment when Stress in Steel for Shored Members is Given

Live Load Moment=Section Modulus of Transformed Composite Section*steel stress-Dead Load Moment GO

Distance from Extreme Compression Surface to Neutral Axis in Compression Failure

Neutral axis depth=(0.003*Effective depth)/((steel stress/modulus of elasticity)+0.003) GO

Equation Based on Linear Variation of Stress and Strain with Distance

Ratio of depth=1/(1+(steel stress/(Modular Ratio*Compressive stress of concrete))) GO

< 3 Other formulas that calculate the same Output

Live load moment when maximum unit stress in steel is given

Live Load Moment= (Maximum stress at crack tip-(Dead Load Moment/Section Modulus of Steel Beam)) *Section Modulus of Transformed Composite Section GO

Live load moment when maximum stress in the bottom flange is given

Live Load Moment= (Maximum stress at crack tip*Section Modulus of Transformed Composite Section)-Dead Load Moment GO

Live Load Moment when Stress in Steel for Shored Members is Given

Live Load Moment=Section Modulus of Transformed Composite Section*steel stress-Dead Load Moment GO

Live Load Moment when Stress in Steel for Unshored Members is Given Formula

Live Load Moment=Section Modulus of Transformed Composite Section*(steel stress-Dead Load Moment/Section Modulus of Steel Beam)
ML=Str*(fs-MD/Ss)

More formulas

Stress in Steel for Unshored Members GO

Stress in Steel for Shored Members GO

Dead Load Moment when Stress in Steel for Shored Members is Given GO

Live Load Moment when Stress in Steel for Shored Members is Given GO

Dead Load Moment when Stress in Steel for Unshored Members is Given GO

Section Modulus of Steel Beam when Stress in Steel for Unshored Members is Given GO

Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given GO

Section modulus of transformed Composite Section when Stress in Steel for shored Members is Given GO

What is Live Load Moment ?

The moment caused due Live loads (also known as applied or imposed loads, or variable actions) may vary over time and often result from the occupancy of a structure. Typical live loads may include; people, the action of wind on an elevation, furniture, vehicles, the weight of the books in a library and so on.

How to Calculate Live Load Moment when Stress in Steel for Unshored Members is Given?

Live Load Moment when Stress in Steel for Unshored Members is Given calculator uses Live Load Moment=Section Modulus of Transformed Composite Section*(steel stress-Dead Load Moment/Section Modulus of Steel Beam) to calculate the Live Load Moment, The Live Load Moment when Stress in Steel for Unshored Members is Given formula is defined as moment caused due to stress acting on steel due live loads or imposed loads. Live Load Moment and is denoted by M_L symbol.

How to calculate Live Load Moment when Stress in Steel for Unshored Members is Given using this online calculator? To use this online calculator for Live Load Moment when Stress in Steel for Unshored Members is Given, enter Section Modulus of Transformed Composite Section (S_tr), steel stress (f_s), Dead Load Moment (M_D) and Section Modulus of Steel Beam (S_s) and hit the calculate button. Here is how the Live Load Moment when Stress in Steel for Unshored Members is Given calculation can be explained with given input values -> -3.105243 = 1E-08*(689475729.310432-10/1E-08).

FAQ

What is Live Load Moment when Stress in Steel for Unshored Members is Given?

The Live Load Moment when Stress in Steel for Unshored Members is Given formula is defined as moment caused due to stress acting on steel due live loads or imposed loads and is represented as M_L=S_tr*(f_s-M_D/S_s) or Live Load Moment=Section Modulus of Transformed Composite Section*(steel stress-Dead Load Moment/Section Modulus of Steel Beam). Section Modulus of Transformed Composite Section, is a geometric property, steel stress is the stress developed in steel, Dead Load Moment is the moment generated due to dead load acting to member and Section Modulus of Steel Beam is a geometric property for a given cross-section used in the design of steel beams or flexural members.

How to calculate Live Load Moment when Stress in Steel for Unshored Members is Given?

The Live Load Moment when Stress in Steel for Unshored Members is Given formula is defined as moment caused due to stress acting on steel due live loads or imposed loads is calculated using Live Load Moment=Section Modulus of Transformed Composite Section*(steel stress-Dead Load Moment/Section Modulus of Steel Beam). To calculate Live Load Moment when Stress in Steel for Unshored Members is Given, you need Section Modulus of Transformed Composite Section (S_tr), steel stress (f_s), Dead Load Moment (M_D) and Section Modulus of Steel Beam (S_s). With our tool, you need to enter the respective value for Section Modulus of Transformed Composite Section, steel stress, Dead Load Moment and Section Modulus of Steel Beam 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 Live Load Moment?

In this formula, Live Load Moment uses Section Modulus of Transformed Composite Section, steel stress, Dead Load Moment and Section Modulus of Steel Beam. We can use 3 other way(s) to calculate the same, which is/are as follows -

Live Load Moment=Section Modulus of Transformed Composite Section*steel stress-Dead Load Moment
Live Load Moment= (Maximum stress at crack tip-(Dead Load Moment/Section Modulus of Steel Beam)) *Section Modulus of Transformed Composite Section
Live Load Moment= (Maximum stress at crack tip*Section Modulus of Transformed Composite Section)-Dead Load Moment

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