The shear force compared to relative slip interactions are introduced together with analytical prepeak and postpeak approximations that may be accustomed to perform nonlinear finite-element analyses of LVL-concrete composite beams. The failure mechanisms of the notched connections can also be mentioned. Analytical design formulas for shear-strength evaluation of notched connections http://rylanffbxs.bloginwi.com/12170849/getting-my-composite-timber-toowoomba-to-work