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- Calculate and check the design strength of the connection shown below. Is the connection adequate for carrying the factored load of 65 kips. -3/8 in. А36 5 x % 125 АЗ6 2.50 65 k 1.25 % in, bolts 1.25 2.50 1.25The welded bracket connection shown in Fig. consists of a plate welded to the flange of a column by 10 mm shop fillet welds on two sides. Determine the service load W the bracket can support at a distance of 300 mm from the face of the column if the rolled column section and bracket plate are in Fe 410 grade steel. 450 300 30°W 175 10 450 10 450 12 mm thick bracket welded N 450 AA bolted connection shown consists of an angular section L 150mmx100mm x8mm. Bolt diameter = 18mm. Determine the effective net area of the section. (Ae). Properties of an L150x100x8: Area = 1,894 mm2 Fy = 248 MPa Fu = 400 MPa x = 23 mm y = 48 mm 50 50 50 50 50 50 150 40 www.AwNNO 60 100 50 P
- A 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 mmThe connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for the bolts is 100 MPa. Assume each bolt supports an equal portion of the load. Determine the required diameter of the bolts. a. 20.6 mm b. 25.2 mm c.35.7 mm d.17.8 mm choose letter of correct answerWhat is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 www 60mm 777 50mm 8mm P
- Bolted and Riveted Connections From the bolted connection shown, the diameter of bolts is 18mm0 with the hole diameter equal to 3mm bigger than the bolt, the angular section is 100 x 75 x 8 mm, with an area of 1340 mm2. Thickness of the gusset plate is 9mm. The gusset plate and angle arc A36 steel with Fy = 250 MPa and Fu = 400 MPa. Determine the tensile capacity of the connection based on gross area. Determine the tensile capacity of the connection based on effective net area using a reduction factor of 0.85. Determine the tensile capacity of the connection based on gross area.WHERE: BOLT DIAMETER = 22mm Fy = 241Mpa Fu = 414MpaWhat is the safe load "P" that can be transmitted by the fillet-weld joint shown in figure below if allowable shear stress in the fillet weld is 108 MPa and F.O.S. for load is 1.5? P4 60mm 50mm) 8mm P
- 9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate load that the connections can carry. Using the design shear stress how much more torque can the connections carry? 140 kN 200 mm 175 mm 7- 20 mm bolts 150 mm 150 mm 150 mmA bracket cut from a W310X179 is connected to a W310X179 column flange with 12 A325 bearing-type bolts as shown in the figure. A 50 steel is used. The line of action of the load passes through the center of gravity of the connection. What size bolt is required? a. Use LRFD. b. Use ASD. D = 55k L = 145k I'-1" CS Scanned with CamScanner 22" 5 sp @ 4" てA 18 mm thick gusset plate is connected to the 12mm thick flange plate of an l-section using fillet welds on both sides as shwon in the figure (not drawn to scale). The gusset plate is subjected to a point load of 400 KN acting at a distance of 150 mm from the flange plate. Size of fillet weld is 10 mm. 500 mm I-section (Front view) 400 N 150mm 18 mm thick gusset plate Fillet weld Flange (12 r 500 mm thick) Fillet weld (Side view) The maximum resultant stress (in MPa, round off to 1 decimal place) on the fillet weld along the vertical plane would be