Situation 3: Determine the load P if the stress in bolt 1 is 200Mpa with 25mm diameter bolts. Note: Distances are in mm. 60 60 60 60 60- 85 Bolt 1 -120- 43
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Determine the load P if the stress in bolt 1 is 200Mpa with 25mm diameter bolts. Note: Distances are in mm.
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- The gusset shown in the figure is bolted to the column flange by 7-20mm A490M bolts in double shear. Determine the stress in the most heavily-loaded bolt (threads are not excluded on the shear plane). 140 KN 200 mm 175 mm 7-20 mm bolts Hint: Locate first the centroid of the group of bolts. 150 mm 150 mm 150 mm Đ A AA flanged bolt coupling consists of 6 - 12 mm - diameter bolts on a bolt circle of 320 mm in diameter. Compute the number of additional 10 mm - diameter bolts on a bolt circle 200 mm in diameter to increase the torque capacity to 7.65 kNm. The shearing stress of the bolts should not exceed 60 MPa. Select one: O a. 6 bolts O b. 4 bolts O c. 3 bolts O d. 2 bolts NEXT PAGE5) Calculate P the allowable tensile load for the butt joint shown. Each A325-N high-strength bolt has a diameter of 0.9 inches. The plates are made of ASTM A36 steel. If the applied load is 200 kips, is this connection adequate? If not, what needs to be changed so that this connection can handle an applied load of 200 kips? P- ФФ P ! 12"x " P. P.
- Bolt properties: M14 x2 ISO 5.8 (a) Determine a suitable length for the bolt, use preferred size. (b) Determine the bolt stiffness. Q # 3 15KN Rotating shaft Pillow block Metric (ISO) screw (c) Determine the stiffness of the 15 members. (d) Evaluate Yielding, Load and Joint Separation factor of safeties if the joint is permanently bolted. Steel 1cm Som Grey Cast Iron CLO-3, PLO-2Determine the maximum Pu that the connection can resist. Use 25 mm Ø A490-X bolts and 12 mm, A-50 plates. Assume that edge distance and bolt spacing are not critical. Use LRFD. 246 mm 76 mm 12 mm 25 mm 73 mm 74 mm 27 mm 56 mm9. 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 mm
- The 10mm x 400mm plate has a steel grade of A36. The diameter of the bolt is 22 mm. The tensionmember shown has a length of 6 m. If the said tension member is carrying a tensile dead load of 698kN and a tension live load of 668 kN, determine the following:a. Effective areab. Is the member satisfactory? Use LRFD and ASD.4. An UPE 300 is to be used as a tension member and it is bolted to a 10mm thick gusset plate with bearing type 8-M20 8.8 bolts as shown in the figure below. a. Check all spacing and edge distance requirements. b. Compute the allowable tensile strength of the channel UPE 300. Don't consider shear strength of the bolts and bearing strength of the bolt holes. [all dimensions are in mm] Material both for gusset plate and UPE 300: S275 F-275N/mm² Fu=430N/mm² UPE 300 Ag = 5660 mm² tw 9.5 mm x = 28.9 mm 70 160 70 + 10mm thick gusset plate +50+ 80 -80-80-50 o +50+80 -80 80-50 UPE 300Problem 2. Using 22 mm diameter bolt, compute: a. t for P alone b. t for moment alone c. Critical shear stress 280KN 3 @ 195m 3 @ 200mm
- A 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 PFrom the bolted connection shown, the diameter of bolts is 20 mm with the hole diameter equal to 3mm larger than the bolt diameter, the angular section is 100x75x8mm, with an area of 1340 mm^2. Thickness of gusset plate is 9 mm. the gusset plate. (a)If T = 200KN, compute the shearing stress on the bolts. (b)If the allowable shearing stress on the bolt is 145MPa, compute the value of T.Design the bolted connectic n. When a bracket bolted to the flange of a column using a bracket plate as shown in fig. Using bracket plate. Using M20 bolts of grade 4.6 given ; column section= ISHB 450 Bracket plate thickness=11nm p=450KN E=330mm p=55mm bolt size=M20 Write it in word please I cant understand your hand writing