ARCE $212$

A$)3$pt Draw Shear and Moment Diagram

B$)3$ pt Determine location of N$.$A$.$ from bottom of cross section

C$)3$ pt Determine Moment of Inertia about the N$.$A$.$

E$)6$ pt Determine the shear stress at the N$.$A$.$ and at the intersection of the plates

Two steel plates $($A$572,F_y=50$ksi $)$ are welded together to form an inverted T$-$beam. Determine the maximum shear stress at the neutral axis of the cross$-$section and at the intersection where the stem joins the flange.

ARCE $212$

A$)3$ pt Draw Shear and Moment Diagram

B$)3$ pt Determine location of N$.$A$.$ from bottom of cross section

C$)3$ pt Determine Moment of Inertia about the N$.$A$.$

E$)6$ pt Determine the shear stress at the N$.$A$.$ and at the intersection of the plates

Two steel plates $($A$572,F_y=50$ksi $)$ are welded together to form an inverted T$-$beam. Determine the maximum shear stress at the neutral axis of the cross$-$section and at the intersection where the stem joins the flange.