bE=1800ksi seperti dalam
Rajah 1. Beban P=80kips dikenakan pada jarak e=0.667in. dari sentroid
keratan rentas. Jika panjang adalah L=10 kaki, kira tegasan maksimum.
A wooden box column can be assumed pin joined at both ends with E=1800ksi as
shown in Figure 1. The load P=80kips is applied at a distance of e=0.667in. from
the centroid of the cross section. If the length is L=10ft, calculate the maximum stress. Rajah( 1)/(F)igure 1