ne ed es er W vo VERS u rec cou to a or. CON D'AUT WA AL Supports shown in figure are used in securing vessels. We use a 14-in thick bracket made of normalized 1015 steel. The bracket is held in place by a fillet weld of 14 in height all around the bottom perimeter of the bracket. The electrode material is E6010. We then assume wave action on the boat will create force F no greater than (1200+SN) Ibf. The figure is a free-body diagram of the bracket. Problem 2: VERS UNIV UNI Question 7) Find the bending moment M at point G resulting from F. This moment produces a "tension" at A and "compression" at C. Find the force components Fx and Fy resulting from F. Question 8) Find A, lu, and I for the bottom perimeter weld. The to be cours consult no P ver Sh Question 9) Find the primary shear stresses at A: due to Fy, and due to Fx. Find the secondary shear stress t" at Adue to M. Combine the shear stresses to find max at A Question 10) Find the factor of safety guarding against shear yielding in the weldment. Question 11) Determine all the stresses in the member material at A Combine them to determine the von Mises stress there. Find the factor of safety guarding against a static failure in the parent metal. UNIV 0.366 in CO D'AUTE M -no nb rotg dre de ce matriel de ons, veuill in A ele p 0.732 i ATERIAL by copyrigland n to upload the cation, pleas 2in ve ha 0 3