Question 3 (20 marks) Two 304 stainless steel plates are welded together at their ends as...
1.- A Tee section is made of two plates welded together as shown below. Assume that no residual stresses are present. a) Compute the moment at first yield and the plastic moment for strong (x-x) axis bending of the section if both plates are made of A36 steel. PL 8" x 1" b) Repeat a) for weak (y-y) axis bending. c) Repeat a) if the plate used for the stem of the Tee is made of A36 steel, while the...
[3. (3 marks) Two steel plates each of 1.0 inch thickness (E-30 MPsi) are joined by SAE grade 8 bolt and no washers. Assume the bolt specification to be 34-10 UNC and bolt length of 2.75 inch. The joint is subjected to a fluctuating load from 1000 lbf to 9000 lbf. The yield strength of the plate material is 60 kpsi. Neglect the stress concentration in the threads of the bolt. Determ ine the following: [a]. whether the bolt is...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...