1. 38 37.44 29.09 2.31 42.91 0.5 -102/32
2. r PMB[ 1-77(M/MB)2
3. 2=7T2E2I1610.86724 PAfJ 1 - 17A(M/MB)2
4. Forcomparisontothe dynamicmodulusvaluescomputedusingmeasured frequencies andEqs.(1-3),staticmodulusvalueswereobtainedusingmeasured load-deflection data (discussed already and shown in Tables 2 and 3) and the following expression from Hooke's Law stiffness and beam deflection theory3: