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 P 150 100 40 09 50
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- 10. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksij) what is the bolt shear capacity of the flange connection in kips? (2 decimal places)Determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi l) what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal places)12. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksil) what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal places)
- 1. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi a) what is the bolt shear capacity of the shear connection in kips? (2 decimal places)Determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi k) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal places)11. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksik) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal places)
- 3. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi c) what is the bolt bearing capacity of the beam web of the shear connection in kips? (2 decimal places)13. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi m) what is the block shear rupture (L-shaped) capacity of flange plate of the flange connection in kips? (2 decimal places)1. what is the bolt shear capacity of the shear connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
- Determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksip) what is the tensile yielding capacity of flange plate of the flange connection in kips? (2 decimal places)Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi f) what is the block shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)A staggered riveted connection has rivets arranged as shown below. The plate is 400 mm and 12 mm thick with four bolt holes. The diameter of rivet is 34 mm The diameter of the rivet hole is assumed to be 5 mm larger than rivet diameter. Fy = 248 MPa. Fu= 410 MPa, Fv in rivets is 372 MPa. 1. Which of the following gives the distance b so that the net area in section 1 – 2 – 3 – 4 equal to the net area in section 1 – 2 – 4 a. 30.01 mm b. 25.12 mm c. 19.7 mm d. 12.23 mm 2. Which of the following gives the net area using the computed value of b. a. 4622.65 mm² b. 5623.75 mm² c. 3623.64 mm² d. 7652.85 mm² 3. Which of the following gives the maximum tensile force that the connection could carry if the allowable yield stress is Fy/1.67. a. 432.12 kN b. 724.73 kN c. 253.25 kN d. 712.81 kN 4. Which of the following gives the maximum tensile force that the…