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# 14.4.3.3 *Factored One-Way Shear*

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For one-way shear, critical sections shall be located

**from (a) and (b), where***h***is the footing thickness.***h*(a) Location defined in Table 14.4.3.2.1

(b) Face of concentrated loads or reaction areas

Sections between (a) or (b) of 14.4.3.3.1 and the critical section for shear shall be permitted to be designed for

**at the critical section for shear.***V*_{u}### Related Code Sections

14.4.3.3 Plain Concrete,

*Factored One-Way Shear*
For

*one*-*way**shear*, critical sections shall be located h from (a) and (b), where h is the footing thickness. (a) Location defined in Table ...
Building Code Requirements for Structural Concrete of New York State > 14 Plain Concrete > 14.4 Required Strength > 14.4.3

*Footings*> 14.4.3.3*Factored One-Way Shear*
8.4.3 Two-Way Slabs,

*Factored One-Way Shear*
u at that critical section if (a) through (c) are satisfied: (a) Support reaction, in direction of applied

*shear*, introduces compression ...
Building Code Requirements for Structural Concrete of New York State > 8 Two-Way Slabs > 8.4 Required Strength > 8.4.3

*Factored One-Way Shear*
13.2.7.2 Foundations,

The location of critical section for

*factored**shear*in accordance with 7.4.3 and 8.4.3 for*one*-*way**shear*or 8.4.4.1 for two-*way**shear*shall ...
Building Code Requirements for Structural Concrete of New York State > 13 Foundations > 13.2 General > 13.2.7

*Critical Sections for Shallow Foundations and Pile Caps*> 13.2.7.2
7.4.3.1 One-Way Slabs,

For slabs built integrally with supports, V u at the support shall be permitted to be calculated at the face of support ...

Building Code Requirements for Structural Concrete of New York State > 7 One-Way Slabs > 7.4 Required Strength > 7.4.3

*Factored Shear*> 7.4.3.1
13.2.7 Foundations,

*Critical Sections for Shallow Foundations and Pile Caps*
The location of critical section for

*factored**shear*in accordance with 7.4.3 and 8.4.3 for*one*-*way**shear*or 8.4.4.1 for two-*way**shear*...
Building Code Requirements for Structural Concrete of New York State > 13 Foundations > 13.2 General > 13.2.7

*Critical Sections for Shallow Foundations and Pile Caps*