Applied Shear at Section in Curtailment of Flexural Tension Reinforcement Formulas

Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force. And is denoted by V_u. Applied Shear at Section is usually measured using the Newton per Square Millimeter for Pressure. Note that the value of Applied Shear at Section is always positive.

Formulas to find Applied Shear at Section in Curtailment of Flexural Tension Reinforcement

fxApplied Shear at Section for Development Length of Simple SupportGo

Curtailment of Flexural Tension Reinforcement formulas that make use of Applied Shear at Section

fxDevelopment Length for simple SupportGo

fxComputed Flexural Strength given Development Length for Simple SupportGo

List of variables in Curtailment of Flexural Tension Reinforcement formulas

fx Computed Flexural Strength Go

fx Development Length Go

fx Additional Embedment Length Go

FAQ

What is the Applied Shear at Section?

Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force. Applied Shear at Section is usually measured using the Newton per Square Millimeter for Pressure. Note that the value of Applied Shear at Section is always positive.

Can the Applied Shear at Section be negative?

No, the Applied Shear at Section, measured in Pressure cannot be negative.

What unit is used to measure Applied Shear at Section?

Applied Shear at Section is usually measured using the Newton per Square Millimeter[N/mm²] for Pressure. Pascal[N/mm²], Kilopascal[N/mm²], Bar[N/mm²] are the few other units in which Applied Shear at Section can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!