Dead Load Moment given Stress in Steel for Shored Members Solution

STEP 0: Pre-Calculation Summary
Formula Used
Dead Load Moment for Shored Member = (Section Modulus of Transformed Composite Section*Tensile Steel Stress)-Live Load Moment
MD(shored) = (Str*fsteel stress)-ML
This formula uses 4 Variables
Variables Used
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.
Section Modulus of Transformed Composite Section - (Measured in Cubic Meter) - Section Modulus of Transformed Composite Section is a geometric property influencing stress in steel.
Tensile Steel Stress - (Measured in Pascal) - Tensile Steel Stress is the stress developed in steel (tensile steel).
Live Load Moment - (Measured in Newton Meter) - Live Load Moment is the moment generated due to dead load acting to member.
STEP 1: Convert Input(s) to Base Unit
Section Modulus of Transformed Composite Section: 250 Cubic Millimeter --> 2.5E-07 Cubic Meter (Check conversion here)
Tensile Steel Stress: 60 Newton per Square Millimeter --> 60000000 Pascal (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
MD(shored) = (Str*fsteel stress)-ML --> (2.5E-07*60000000)-0.115
Evaluating ... ...
MD(shored) = 14.885
STEP 3: Convert Result to Output's Unit
14.885 Newton Meter -->14885 Newton Millimeter (Check conversion here)
FINAL ANSWER
14885 Newton Millimeter <-- Dead Load Moment for Shored Member
(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 M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has verified this Calculator and 900+ 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

Dead Load Moment given Stress in Steel for Shored Members Formula

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

What is Dead Load Moment?

Dead Load Moment is defined as the moment which is caused due to dead loads acting and which is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. The most common or simplest structural element subjected to bending moments is the beam

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 Dead Load Moment given Stress in Steel for Shored Members?

Dead Load Moment given Stress in Steel for Shored Members calculator uses Dead Load Moment for Shored Member = (Section Modulus of Transformed Composite Section*Tensile Steel Stress)-Live Load Moment to calculate the Dead Load Moment for Shored Member, The Dead Load Moment given Stress in Steel for Shored Members formula is defined as moments caused due to stress in steel occurred due superimposition of dead load on member. Dead Load Moment for Shored Member is denoted by MD(shored) symbol.

How to calculate Dead Load Moment given Stress in Steel for Shored Members using this online calculator? To use this online calculator for Dead Load Moment given Stress in Steel for Shored Members, enter Section Modulus of Transformed Composite Section (Str), Tensile Steel Stress (fsteel stress) & Live Load Moment (ML) and hit the calculate button. Here is how the Dead Load Moment given Stress in Steel for Shored Members calculation can be explained with given input values -> 1.5E+7 = (2.5E-07*60000000)-0.115.

FAQ

What is Dead Load Moment given Stress in Steel for Shored Members?
The Dead Load Moment given Stress in Steel for Shored Members formula is defined as moments caused due to stress in steel occurred due superimposition of dead load on member and is represented as MD(shored) = (Str*fsteel stress)-ML or Dead Load Moment for Shored Member = (Section Modulus of Transformed Composite Section*Tensile Steel Stress)-Live Load Moment. Section Modulus of Transformed Composite Section is a geometric property influencing stress in steel, Tensile Steel Stress is the stress developed in steel (tensile steel) & Live Load Moment is the moment generated due to dead load acting to member.
How to calculate Dead Load Moment given Stress in Steel for Shored Members?
The Dead Load Moment given Stress in Steel for Shored Members formula is defined as moments caused due to stress in steel occurred due superimposition of dead load on member is calculated using Dead Load Moment for Shored Member = (Section Modulus of Transformed Composite Section*Tensile Steel Stress)-Live Load Moment. To calculate Dead Load Moment given Stress in Steel for Shored Members, you need Section Modulus of Transformed Composite Section (Str), Tensile Steel Stress (fsteel stress) & Live Load Moment (ML). With our tool, you need to enter the respective value for Section Modulus of Transformed Composite Section, Tensile Steel Stress & Live Load Moment 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!