A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. Assume A572 Gr.50 steel and 10mm gusset plate. Find the following values: The design block shear strength of the channel The allowable block shear strength of the gusset plate 30, 65 65 30 60 ооо 80 O O O 60 C8X11.5 (AISC Designation)
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- A channel shape, C8 × 18.75, is used as a tension member. The channels are boltedto a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the gusset plate in kips, if block shear governs? What is the effective net area of the channel section, in square millimeters?Section C15 x 40 section shown carries a total service tension load of 700 kN with a dead-to-live-to-load ratio of 2:3. If the tension member has a length of 3 meters and A36 steel, determine the following: a. The effective net area b. The LRFD design strength c. The ASD design strength d. Is the section adequate? bolt diameter = 20mm S = 50mm g1-g2 length ratio = 8:10A double channel shape is used as a tension member. The channels are bolted to a gusset plate with 22mm diameter bolts.Fy-channel = 345 MPa, Fu-channel = 450 MPaFy-plate = 248 MPa, Fu-plate = 400 MPaAchannel = 3555 mm^2, tw = 12.18 mm,Shear lag factor = 0.90A. Determine the ultimate tensile strength of the tension member based on its gross area.B. Determine the allowable tensile strength of the tension member based on its gross area.C. Determine the ultimate tensile strength of the tension member based on its net area.D. Determine the allowable tensile strength of the tension member based on its net area
- The design shear strength phi rnv of one A325 X-bolt, 1 1/8 inch in diameter (Group A, X type) in double shear is equal to: Group of answer choices 112 kips 125 kips 74.2 kips 101 kipsA channel shape, C8 × 18.75, is used as a tension member. The channels are boltedto a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the channel in kips, if yielding on the gross area governs? What is the ult. capacity of the channel in kips, if fracture on the net area governs?Given below is the bolted connection of A36 steel plate 12mm thick to another 15mm thick steel plate A36. The bolt is A325, threads are excluded in the shear plane with a diameter of 25mm. Using the minimum Fu for A36 Steel Plate, analyze the allowable load that this connection can resist.
- 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.The design shear strength phi rnv of one A490 X-bolt, 3/4 inch in diameter (Group B, X type) in single shear is equal to: Group of answer choices 39.8 kips 66.2 kips 27.8 kips 55.7 kipsA channel shape, C8 × 18.75, is used as a tension member. The channels are bolted to a 10mm-thick gusset plate with 22mm- diameter bolts. The tension member is A572 Grade 50 steel (Fy = 345 MPa, Fu = 450 MPa) and the gusset plate is A36 (Fy = 250 MPa, Fu = 410MPa). What is the ult. capacity of the channel in kips, if yielding on the gross area governs? What is the ult. capacity of the channel in kips, if fracture on the net area governs? What is the ult. capacity of the gusset plate in kips, if block shear governs? What is the effective net area of the channel section, in square millimeters?
- The tension member is a PL 9.5 mm x 137.5 mm of A 242 steel. It is connected to a 9.5 mm gusset plate, also of A242 steel (Fy = 345 MPa, Fu = 485 MPa) with 22 mm diameter bolts as shown. What is the net area along the shear surfaces assuming the failure plane connected all the bolts? Calculate the upper limit block shear strength in kN assuming the failure plane connected all the bolts. What is the net area along the tension surface assuming the failure plane connected all the bolts? Calculate the nominal block shear strength in kN: Verify, using appropriate Chapter E design provisions, the tabularized (Table 4-7) buckling capacity of a WT6X20 for both the x- and y-axes at (KL)x = (KL)y = (KL)z = 10 ft. Assume A992 steel.A double channel shape is used as a tension member. The channels are bolted to a gusset plate with 22mm diameter bolts. Fy-channel = 345 MPa, Fu-channel = 450 MPa Fy-plate = 248 MPa, Fu-plate = 400 MPa Achannel = 3555 mm^2, tw = 12.18 mm, Shear lag factor = 0.90 B. Determine the allowable tensile strength of the tension member based on its gross area.