etermine the net area An of a 1/4 in by 4 inches plate and the diameter of the bolt is 7/8 in. Assume plate thickness is 1/4 i
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Determine the net area An of a 1/4 in by 4 inches plate and the diameter of the bolt is 7/8 in. Assume plate thickness is 1/4 in.
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- A bolted connection shown is made up of 2L150 x 100 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 22 mm. Properties of 2L150 x 100 x 9.5 mm: A = 4660 mm2 t = 9.5 mm Fy = 248 MPa Fu = 400 MPa Properties of 20 mm A-325 bolts: Fu = 400 MPa 50 50 50 50 50 50,50 힝힝이어 Gusset Plate 9.5mm 100mm Gusset Plate 100mm 31.25 62.5 T 56.25 a. Nominal dimension of hole diameter, dn = 25 mm b. Determine the ultimate shear capacity (kN) of the connection. c. Determine the ultimate tearing capacity (kN) of the connection if the shear lag factor, U = 0.75.Prepare an excel file and to find a) area of the bolt, b) Average Shear Stress Bolt c) Bearing Area Stress and d) allowable stress. Applied force range – 500 to 1000 N (in step of 100 N) Bolt diameter range – 10 to 25 mm (in step of 5 mm) Plate thickness – 10 mm Consider ultimate tensile strength as 460 N/mm2. And consider factor of safety as 1.5.For the cross section shown, calculate the tensile capacity of the steel plate. Assume that the bolt hole is 1/16 inch larger than bolt diameter. Plate 1/2" x 11" .T 7/8" dia. bolt, typ. ASTM A325N
- Determine the design strength of an UNP300 with four lines if 20 mm diameter bolts in standard holes, as shown in the Figure below. 1= 20 mm 60 60 60 60 60 60, 60, 60, 60,60 UNP 300 F, = 370MPA F = 240MPa o o оо o o o oA 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 PBolted 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.
- A plate with width of 400mm and thickness of 12mm is to be connected as shown in the figure. The holes are 2mm larger than the bolt diameter. The plate is A36 steel. Bolt diameter is equal to 34mm. It is required to determine the value of “b” so that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. Required: 1. Determine the value of “b” in millimeters. 2. Determine the net area for tension in plates in square millimeters. 3. Determine the design strength for LRFD. 4. Determine the allowable strength for ASD.1. Please check the safety of bolt connection in the figure below, where F=100KN (design value) and ej=300mm. For the M22 ordinary bolt of grade C, f =140 N/mm? and f" =305 N/mm?. (The unit of length is mm, and ignores the weld mark in the figure.) F %3D 160 b0 オ 80 4=10 |205 4=121 [8 00SIn the connection shown in the figure, the bolts are 3/4 inch in diameter, and A50 steel is used for all components. Compute for the nominal block shear strength (kips) of the entire steel plate assembly. Review the figure and analyze the problem carefully prior to answering. Please answer this asap. For upvote. Thank you very much
- W 10x45 is connected to two plates with two lines of ¾” bolts as shown below. Determine the tensile strength of the system if Fy = 50 ksi and Fu = 65 ksi.A plate with width of 400mm and thickness of 12mm is to be connected as shown in the figure. The holes are 2mm larger than the bolt diameter. The plate is A36 steel. Bolt diameter is equal to 34mm. It is required to determine the value of “b” so that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. Questions: 1. Determine the value of “b” in millimeters. 2. Determine the net area for tension in plates in square millimeters. 3. Determine the design strength for LRFD. 4. Determine the allowable strength for ASD.WHERE: BOLT DIAMETER = 22mm Fy = 241Mpa Fu = 414Mpa
