Example 1 No shear connection Mymax wL2 12 h3wL2 16bh2 8bh2 3 wL 1 3wL T= 2 4 bh 8bh 5(w/2)L4 5w12L4 5wL4 8= 384EI 384 2 Ebh3 64Ebh3 (a)elevation (b)section Full interaction 3 o= Mymas wL2 8 2bh3h 3wL2 16bh2 T 3wL 8bh no interaction 8= 5wL4 5wL4 full interaction 384EI 256Ebh3 (c)bending stress (d)shear stressExample 1