mine the safe load P using 6mm
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- Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).The angle 150x100x100 mm is connected to the gusset plate. The size of weld is 8 mm and using E70 electrodes. Fu = 438 MPa Question: a.) Find the length of the weld required at the toe of the angle. b.) Find the length of the weld required at the heel of the angle.
- 9-5 A -in-thick steel bar, to be used as a beam, is welded to a vertical support by two fillet welds as illustrated. (a) Find the safe bending force F if the permissible shear stress in the welds is 20 kpsi. (b) In part a you found a simple expression for F in terms of the allowable shear stress. Find the allowable load if the electrode is E7010, the bar is hot-rolled 1020, and the support is hot- rolled 1015. F 16 in Problem 9-5 2 in 2 in -6 inSituation 1: The lap splice shown will develop a full strength as shown in the figure. Using E70 electrodes. The width of the plate is 100 mm and the thickness is 10 mm. Use Fy = 248 MPa T◄ T4 O 39 mm O 37 mm 40 mm E70 1. Which of the following nearly gives the diameter of the slot weld using the LRFD method. O 38 mm ➤T T WThe single 200mm x 10mm steel plate is connected to a 12mm thick steel plate by four 16mm diameter rivets as shown. The rivets used are A502, Grade 2, hot driven rivets. The steel is ASTM A36 with Fu = 400MPa. Determine the value of P in all possible modes of failure and the safe value of P that the connection can resist.
- A 180 mm x 90 mm x 10 mm angular section is welded to a gusset platehaving a thickness of 12 mm as shown in Figure ST - 100. An A 36 steel is used withFy = 248 MPa with an E70 electrodes fillet welds with Fu = 485 MPa. 1. Compute the value of P if the thickness( size ) of the fillet weld is 8 mm. 2. What is the minimum thickness of the fillet weld that can be used? 3. Compute the value of x if the thickness( size ) of the fillet weld is 8 mm.Situation 4: The lap splice shown will develop a full strength as shown in the figure. Using E70 electrodes. The width of the plate is 50 mm and the thickness is 12 mm. Use Fy = 248 MPa T+ T4 O 29 mm 1. Which of the following nearly gives the diameter of the slot weld using the ASD method. O 30 mm O 28 mm E70 O 27 mm T WA 160x100x12 angular section is welded to a column's flange. The angle is A36 steel with Fy-248 MPa. The weld is EB0 electrode with Fu-550 MPa The centoid of the angle measured along its long leg is y-55 mm. See figure STMMI 56. Fig. STMMJ S6 Which of the following most nearly gives the value of at O 124.37 mm O 11209 e O 121.50 mn O 118.63 mm
- Two steel plates, each 400mm wide and 12mm thick, are to be joined together by a lap splice (single). The electrode to be used for the weld has a nominal tensile strength of 550Mpa. Determine the following:a. the maximum weld size that can be usedb. effective net area of the fillet weld using the maximum weld size allowed by the manualc. the maximum load that can be resisted by the weld using the maximum weld size allowed by the manual.An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm on flange. What will be the safe load (in kN) that can be carried by the connection? Assume NA for whole weld = 110.57 x 106 mm4. Use Fe410 grade steel. 240 mm 170 mm P unu 00t * 280 mm unu 00t 280 mm1. Determine the design strength of the tension member and connection system shown below. The tension member is a 100mmX10mm thick plate. It is welded to a 15 mm thick gusset plate. Use Fy=250 MPa and Fu=400 MPa. Use E70 electrodes and case 4 for the value of U. t= 15 mam wi6mm 100 mm x 10 mm 125 un 12 m 12 na 125 mu