The shear drive versus relative slip relationships are presented along with analytical prepeak and postpeak approximations which may be accustomed to perform nonlinear finite-element analyses of LVL-concrete composite beams. The failure mechanisms from the notched connections may also be reviewed. Analytical design and style formulas for shear-power evaluation of notched http://ricardooqqpm.educationalimpactblog.com/7149308/the-best-side-of-composite-timber-toowoomba