A 1/2 in. x 8 in. plаte must resist а service deаd lоad оf 37 kips and a service live lоad of 44 kips in tension. The plate is connected to a gusset with six 5/8 in. bolts. Standard sizing is used for the bolt holes. The steel is ASTM A572 Grade 60: Fy = 60 ksi, Fu = 75 ksi. Assume that Ae = An. Using ASD, does the plate have enough strength?