5. Select a pair of channels and design the fillet welds using SMAW process. The loading is 85% live load and 15% dead load. Compare for (a) A36 steel (b) A572 Grade 60 steel 200k 2-Channels W section
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- Determine the total LFRD design strength and the total ASD allowable strength of the 5/16 – in E70 fillet welds shown.Note:hand written solution should be avoided.a. Determine the design strength of a 1-in length of a 1/4-in fillet weld formed by the shielded metal arc process (SMAW) and E70 electrodes with a minimum tensile strength FEXX = 70 ksi. Assume that load is to be applied parallel to the weld length.b. Repeat part (a) if the weld is 20 in long.c. Repeat part (a) if the weld is 30 in long.
- A lap welded joint of A36 steel plates must hold a tensile load. The lower plate is .5 inches thick and 7.7 inches wide. The upper plate is .5 inches thick and 4.8 inches wide. Use Class E60 series electrodes with 1/4 inch leg welds. Using side fillet welds only, A. find the maximum allowable tensile load the joint can support and determine the required overlap between the plates to achieve this strength B. what is the required overlap to meet the maximum tensile loadQuestion 6 Two plates of Steel A72 Gr 50 are connected with each as shown in Figure 5. E70XX Electrodes were used and 7/16 in fillet weld were made by SMAW process. What is the design strength of the weld by LRFD and ASD? E10 in - 10in P, or P. - PLx 10 Figure # 4In the below welded connęction, the %-inch fillet weld of E70 electrode is along the entire width of the A36 steel plates.. -10-in. x-in. plate- 10-in. x2-in. plate- a) Determine the shear strength of the weld a) Determine the tensile strength of the plates b) What is the strength of the welded connection?
- A tie member of a truss consisting of an angle section 65 x 65 x 6 of Fe 410 grade is welded to an 8mm gusset plate. Design a weld to transmit a load equal to the full strength of the member. Assume shop welding.Determine the design strength for C-shaped welds. Use E70XX electrodes and a 3/16" Fillet weld. %" PL (A36 Steel) 8" E70 3/16 ½ PL (A36 Steel) 10"Material Strengths: Fy= 248 MPa, Fu= 400 MPa Method: Use ASD. A single angle L203X152X19 is welded (longitudinal and transverse welds) on one leg (shorter leg) to a gusset plate; thus, there are no holes. The length of the longitudinal welds is 150 mm. Which of the following most nearly gives the allowable tensile load (N) based on fracture on net area? CHOICES: 474 549 719 478 1424 1439 1099 957 719 949 712 732 366 1439
- (2) ? 10% 51 10" Determine the design strength for C-shaped welds. USE E70 electrodes and 5/16" weld. 5/16 " weld E10 Jae RU H21 bDesign a double angle tension member that is fillet welded to a gusset plate. Assume that the angles will be made from A36 steel, and the gusset plate from A572 Gr. 50 steel. Use 70ksi electrode. Design the system to resist a factored load of 200 kips. Check all applicable limit states that are possible. Provide your results on a sketch with standard weld symbols and details.The connection shows a PL10X200 loaded in tension and welded to a gusset plate 10mm thick. Calculate the following, assuming A992 steel is used. Use U =0.85. The weld thickness is ómm and the electrode is E70 (485MPA). PL 10 X 200 350mm What is the allowable weld connection strength (kN)?