B 0.4 in. C D P 350 lb www 350 lb 1 in. 1.6 in.-2 in. **1.6 in. Given: A 1/4" thick plate with loads as shown. Let E = 0
Posted: Mon May 16, 2022 8:43 am
B 0.4 in. C D P 350 lb www 350 lb 1 in. 1.6 in.-2 in. **1.6 in. Given: A 1/4" thick plate with loads as shown. Let E = 0.45 x 10^6 psi. = Find: The axial deformation.