The 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 B. 250mm T- 30 D. 50 E. 50 60 75 Find the critical net area for the plate in mm²
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- 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 P3.5-3The 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 KNThe 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.
- Civil 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 75 756) The connection shown in the figure uses 20mm diameter A325 bolts. The tension member is A36 steel (Fy = 248 MPa, Fu = 400 MPa) and the gusset plate is A572 steel (Fy=290 MPa, Fu = 415 MPa). Determine the design strength of the connection (in kN) considering block shear rupture. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm5) 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.
- 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 MPaCheck 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 30mmQ1) A bracket must support the service loads applied at angle given in table below, which act through the center of gravity of the connection. The connection to the column flange is with 4 bolts of diameter given in table, bolts type is A325X. A992 steel is used for all components. Find the value of DL and Live load which make the connection safe , if you know that DL = 3 live load, angel 40 , bolt diameter 20
- Determine the required bolt diameter for the connection shown. The steel is A36 and the bolts are in standard holes. Check bearing and tearout strength requirement of the bolts. Use a) A490N, b) A490SC with Class A faying surface. Adopt the User Note on AISC Specifications J3.6 to determine the total effective strength of the bolt group. Use LRFD.5. Find the allowable strength of the welded connection with a minimum throat size shown below. Base metal: S275 Fy = 275N/mm² Fu = 430N/mm² Weld metal tensile strength: Fe = 480N/mm² [all dimensions are in mm] -10mm thick gusset plate 150 125 125 -10mm thick gusset plate 125 VIEW A-A a 125 -PL 150x12 PL 150x12 -PL 150x12 AThe angle shown is welded on the end (transverse) and sides (longitudinal) of the 8-in leg only. Using A572 Gr.50 steel, determine the allowable block shear strength (kN) of the gusset plate Plate L8 X 6 x weld х- 39.62mm, А 6413тm? 200 150