Question: Q 3 V _ ( u ) at support is 1 0 5 kips . Use f _ ( c ) = 3 5 0

Q3V_(u) at support is 105 kips . Use f_(c)=3500\psi and F_(y)=60,000\psi .(A simplified formula for shear calculation can be used) Draw the shear stress diagram and derive the spacing as shown in the figure.
Q 3 V _ ( u ) at support is 1 0 5 kips . Use f _

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