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Design moment at ends A and Md = B due to the design loading along the beam, Md

Assuming semi-rigid conditions at the ends of the beam:

At end A, radial distance rmax = Vx2 + y2 from the centroid of the connection to each dowel, r rb — x rf — x rc — rmax re = rmax rg = rmax rd = y krel.m = °.71

otherwise kcrit = 1

Sum of the squares of the distances at end A, D

Number of shear planes at end A connection, nsp

0 0

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