Stress in Steel for Shored Members Solution

STEP 0: Pre-Calculation Summary
Formula Used
Tensile Steel Stress = (Dead Load Moment for Shored Member+Live Load Moment)/Section Modulus of Transformed Composite Section
fsteel stress = (MD(shored)+ML)/Str
This formula uses 4 Variables
Variables Used
Tensile Steel Stress - (Measured in Pascal) - Tensile Steel Stress is the stress developed in steel (tensile steel).
Dead Load Moment for Shored Member - (Measured in Newton Meter) - Dead Load Moment for Shored Member is the moment generated due to dead load acting to member.
Live Load Moment - (Measured in Newton Meter) - Live Load Moment is the moment generated due to dead load acting to member.
Section Modulus of Transformed Composite Section - (Measured in Cubic Meter) - Section Modulus of Transformed Composite Section is a geometric property influencing stress in steel.
STEP 1: Convert Input(s) to Base Unit
Dead Load Moment for Shored Member: 14885 Newton Millimeter --> 14.885 Newton Meter (Check conversion here)
Live Load Moment: 115 Newton Millimeter --> 0.115 Newton Meter (Check conversion here)
Section Modulus of Transformed Composite Section: 250 Cubic Millimeter --> 2.5E-07 Cubic Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fsteel stress = (MD(shored)+ML)/Str --> (14.885+0.115)/2.5E-07
Evaluating ... ...
fsteel stress = 60000000
STEP 3: Convert Result to Output's Unit
60000000 Pascal -->60 Newton per Square Millimeter (Check conversion here)
FINAL ANSWER
60 Newton per Square Millimeter <-- Tensile Steel Stress
(Calculation completed in 00.004 seconds)

Credits

Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 1300+ more calculators!
Verified by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has verified this Calculator and 700+ more calculators!

10+ Bending Stresses Calculators

Multiplier for Allowable Stress when Flange Bending Stress is lesser than Allowable Stress
Go Allowable Stress Multiplier = 1-((1-Ratio of Web to Flange Yield Strength)^2*(Ratio of Web to Flange Area*Distance Ratio of Flange to Depth)*(3-Distance Ratio of Flange to Depth+Distance Ratio of Flange to Depth*Ratio of Web to Flange Yield Strength))/(6+Ratio of Web to Flange Area*Distance Ratio of Flange to Depth*(3-Distance Ratio of Flange to Depth))
Section Modulus of Transformed Composite Section given Stress in Steel for Unshored Members
Go Section Modulus of Transformed Composite Section = Live Load Moment/(Tensile Steel Stress-(Dead Load Moment for Unshored Member/Section Modulus of Steel Beam))
Section Modulus of Steel Beam given Stress in Steel for Unshored Members
Go Section Modulus of Steel Beam = Dead Load Moment for Unshored Member/(Tensile Steel Stress-(Live Load Moment/Section Modulus of Transformed Composite Section))
Dead Load Moment given Stress in Steel for Unshored Members
Go Dead Load Moment for Unshored Member = Section Modulus of Steel Beam*(Tensile Steel Stress-(Live Load Moment/Section Modulus of Transformed Composite Section))
Stress in Steel for Unshored Members
Go Tensile Steel Stress = (Dead Load Moment for Unshored Member/Section Modulus of Steel Beam)+(Live Load Moment/Section Modulus of Transformed Composite Section)
Live Load Moment given Stress in Steel for Unshored Members
Go Live Load Moment = Section Modulus of Transformed Composite Section*(Tensile Steel Stress-Dead Load Moment for Unshored Member/Section Modulus of Steel Beam)
Section Modulus of Transformed Composite Section given Stress in Steel for Shored Members
Go Section Modulus of Transformed Composite Section = (Dead Load Moment for Shored Member+Live Load Moment)/Tensile Steel Stress
Dead Load Moment given Stress in Steel for Shored Members
Go Dead Load Moment for Shored Member = (Section Modulus of Transformed Composite Section*Tensile Steel Stress)-Live Load Moment
Stress in Steel for Shored Members
Go Tensile Steel Stress = (Dead Load Moment for Shored Member+Live Load Moment)/Section Modulus of Transformed Composite Section
Live Load Moment given Stress in Steel for Shored Members
Go Live Load Moment = Section Modulus of Transformed Composite Section*Tensile Steel Stress-Dead Load Moment for Shored Member

Stress in Steel for Shored Members Formula

Tensile Steel Stress = (Dead Load Moment for Shored Member+Live Load Moment)/Section Modulus of Transformed Composite Section
fsteel stress = (MD(shored)+ML)/Str

What is Stress in Steel?

Stress in steel for shored members is defined as the force divided by the area over which it is applied. Strain is the change in length divided by the initial length. Stress-strain curves describe the elastic and inelastic properties of materials by showing how a material like steel responds to applied force.

What are shored or unshored composite construction?

There are two distinct types of composite slab construction: shored and unshored. In unshored construction, the steel beams are not shored and are designed with enough strength and stiffness in the pre-composite phase (before the concrete hardens) to support the weight of the wet concrete and any construction loads.

How to Calculate Stress in Steel for Shored Members?

Stress in Steel for Shored Members calculator uses Tensile Steel Stress = (Dead Load Moment for Shored Member+Live Load Moment)/Section Modulus of Transformed Composite Section to calculate the Tensile Steel Stress, The Stress in Steel for Shored Members formula is defined as stress due to presence of dead and live load moment for transformed section. Tensile Steel Stress is denoted by fsteel stress symbol.

How to calculate Stress in Steel for Shored Members using this online calculator? To use this online calculator for Stress in Steel for Shored Members, enter Dead Load Moment for Shored Member (MD(shored)), Live Load Moment (ML) & Section Modulus of Transformed Composite Section (Str) and hit the calculate button. Here is how the Stress in Steel for Shored Members calculation can be explained with given input values -> 6E-5 = (14.885+0.115)/2.5E-07.

FAQ

What is Stress in Steel for Shored Members?
The Stress in Steel for Shored Members formula is defined as stress due to presence of dead and live load moment for transformed section and is represented as fsteel stress = (MD(shored)+ML)/Str or Tensile Steel Stress = (Dead Load Moment for Shored Member+Live Load Moment)/Section Modulus of Transformed Composite Section. Dead Load Moment for Shored Member is the moment generated due to dead load acting to member, Live Load Moment is the moment generated due to dead load acting to member & Section Modulus of Transformed Composite Section is a geometric property influencing stress in steel.
How to calculate Stress in Steel for Shored Members?
The Stress in Steel for Shored Members formula is defined as stress due to presence of dead and live load moment for transformed section is calculated using Tensile Steel Stress = (Dead Load Moment for Shored Member+Live Load Moment)/Section Modulus of Transformed Composite Section. To calculate Stress in Steel for Shored Members, you need Dead Load Moment for Shored Member (MD(shored)), Live Load Moment (ML) & Section Modulus of Transformed Composite Section (Str). With our tool, you need to enter the respective value for Dead Load Moment for Shored Member, Live Load Moment & Section Modulus of Transformed Composite Section 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 Tensile Steel Stress?
In this formula, Tensile Steel Stress uses Dead Load Moment for Shored Member, Live Load Moment & Section Modulus of Transformed Composite Section. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Tensile Steel Stress = (Dead Load Moment for Unshored Member/Section Modulus of Steel Beam)+(Live Load Moment/Section Modulus of Transformed Composite Section)
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