8. The specialty wrench shown is used for difficult-to-access bolts which have a low torque specification. Determine the moment about O of the 40-N force applied at point A of the wrench handle. a. -12i + 9k b. -9i +12k d. 9i – 12k c. 12i – 9k 40 N 100 mm A 300 mm 125 mm
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- If the 18 mm plate is connected to two cover plate of 10 mm on top and bottom, what is the capacity of the connection in double shear? Assume that the shear planes pass though the threaded portion. State the condition necessary for these strengths to be available. (Draw the connect first and calculate the capacity)3.5-3 In the connection shown in Figure P3.5-3, the bolts are 4-inch in diameter, and A36 steel is used for all components. Consider both the tension mem- ber and the gusset plate and compute the following: a. the design block shear strength of the comnection b. the allowable block shear strength of the connection http://www.jamarana.com 12" -34 1/2" www.jan 3/2" t = 3/8 2/2" t = 7/16 FIGURE P3.5-3Civil Engineering Determine tensile stregth of the given bolted connection.. S355 steel, M27 bolt, HEA 300 profile, 2a=40mm 21.GusG dak HEA 300 A4 M27 T ?- 75 2a 2a 75 A-A Kesiti HEA 00 75 75 75 75
- Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm diameter bolts. 12 mm bolts t=12 mm t=12 mm P. P- P 300 75 75 75 Edge distances -75 mm dhole for tensile and rupture d, +3 mm dnole for bearing strength for L- de +1.5 mm Fy 248 MPa F.- 400 MPaQuestion 3 Determine the capacity of plate as well as below connection based on Balts (4) in the below Following reactions :- 7 11 A325, $4 þ Bolts use! Use: AISC manual U Moment = 10 kip-67 2 kip (2) Shear (3) Axial 2 kip رب Ź Plate (A 36) 10 " x 10" x ≤ 11 8 HSS. их их nxuxt 4 H² 7The bolted connection shown is a bearing type connection. Which of the following best gives the shearing capacity, ØRn. of the bolts? Consider threads excluded from shear plane and deformation at bolt hole is a design consideration. Standard size holes. PL350x12mm = 250 MPa C250x22.8 70 114 M20 A490 70 40' 60' 60 '40 SECT. A d tw bf tf Mm 15.8 mm^2 mm mm mm mm C250x22.8 2880 254 6.1 65 11.1 Ix(10^6) Sx(10^3) ly(10^6) Sy(10^3) Zx(10^3) Zy(10^3) rx ry mm^4 mm^3 mm mm^4 mm^3 mm mm^3 mm^3 27.7 218 98.1 0.912 18.5 18.5 257 40.3 O 424.8 KN O 1,102.7 KN O 3,770.7 KN O 1,637.1 KN
- A square hollow section is connected to the flanges of ISMB 600 as shown in the above figure. The bracket is subjected to symmetrical vertical and horizontal load of each 50 kN. The size of SHS is 150 x 150 x 6 mm. Find the weld size required for the connection. 150 mm 100 mm ARM 50 KN A A 50 kN 75 75 50 KN 150 11 VIEW-A-ASee image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B- E43XX) with size of 6 mm. The design force transferred from beam to column is 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu- 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360UB56.7 300 Plus 360 So 7°Answer asap for an upvote. Thank you. in 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 front plate
- Check the bolted section of the given gusset plate connection assuming that the connection is done by M12 bolts with a staggered arrangement. The maximum design tensile axial force to be sustained is Ned = 168 kN. Assume a grade of S235 steel. P. Gusset plate BỘ do=13mm Gusset plate O DO t=16mm t-16mm1 Ni.Ed FO NtEd do=13mm do3D13mm G. 40mm 40mm 140 mm 240mm 30mmSee image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B-E43XX) with size of 6 mm. The design force transferred from beam to column 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu = 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360 UB56.7 300 Plus 140 70 360The diameter of the holes in the connection below is 20mm. The steel plate is made up of 10mm x 250mm with staggered bolts. Use A36 steel and LRFD approach. 50 50 T- 30 B 250mm D. 50 E. 50 60 75 Determine the design tensile strength of the connection (neglect block shear) in kN.