Problem

Compute the vertical and horizontal deflection at Band at the midspan of member CD in Figu...

Compute the vertical and horizontal deflection at Band at the midspan of member CD in Figure P10.38. Consider both axial and bending deformations. Given: E= 29,000 kips/in2, I= 180 in4,area of column = 6 in2, area of girder =10 in2.

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Solutions For Problems in Chapter 10