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What is the effect of varying percentages of steel on the moment of resistance of RCC Section?
With varying percentage of steel moment capacity varies. Since moment capacity is directly related to the stiffness of the concrete therefore more is the steel percentage in the concrete more is fc' and in turns more is the moment carrying capacity.
How do you calculate load capacity?
There is a small logic we can calculate the load capacity,for that we need Stress and Strain formulas, shearing moment and bending moment, from that we can know where the system fails and works........ DR.....
How do you calculate section modulus of a T section?
This is a technique used by civil and mechanical engineers to calculate the cross section of a geometric figure. It is used to determine the Yield Moment also called My.
What is the difference Between under reinforced section and over reinforced section?
When the maximum stresses in steel and concrete simultaniously reaches allowable value the section is called balanced section when the %of steel in a section is less than that required for a balanced section it is under reinforced section when the %of steel in a section is more than that required for a balanced section it is over reinforced sectionover reinforcement is as per section design I.e Ast1+Ast2>Ast Ast1+Ast2
Why we use double reinforced section?
when section of the beam is restricted and the moment due to incoming load is not resisted by moment due to concrete then we have to provide reinforcement in compression zone also to take this extra incoming load
What is torsion stress?
I need to calculate the stress resulting from a torsion moment on a hollow steel section as well as a flat plate.
Fully plastic moment of section?
The fully plastic moment of section is referred as the moment at which a given cross-section has reached its yield stress.
How do you Calculate yield moment of a concrete beam?
Yield momnet; or the moment at which the concrete beam will fail due to bending can be calculated by:M= (W*L*L)/8Where M= Yield MomentW= weight on beam (Kn usually)L= Span of Beam (M usually)M will be in :Kn per morKn/mhope This helps.
Relation between tensile stressbending moment and section of modulus?
The relation between bending moment and the second moment of area of the cross-section and the stress at a distance y from the neutral axis is stress=bending moment * y / moment of inertia of the beam cross-section
Why I-beam's are preferable over rectangular beam's?
You just take an example as rect section with A=17.6*10=176 mm2 and your I section too has same area of 176 mm2. Calculate moment of inertia of rectangular section I = bd3/12 = 1466.66 mm4 For I section, Width of both flange = 20 mm, thickness of both flange = 4 mm, web length=16 mm, web thickness = 4mm. This gives you the same area A=176 mm2 Now Calculate moment of inertia of I section I =8938 mm4 (Do it from any online converter or by calculations) Now compare both Moment of inertia, I section has approx six times better moment of inertia as compared to rectangular section. Put up this moment of inertia values in deflection and bending stress equations and try to compare both. This is because the material is put up in such a way to get maximum moment of inertia with minimum material and min weight. Finally this is the reason why I beams are preferable over rectangular beams Once Put up this moment of inertia values in deflection and bending stress equations and try to compare both. you will get it in sec
What is moment release in a staad pro?
it is indicating the end section is releasing moment
How much is 35.4 grams of gold worth?
There's no point in answering this, since the price of gold varies considerably from day to day (and even from moment to moment). You can find the current spot price in the financial section of any newspaper and calculate the value yourself based on that.
