Design an American Standard Channel from the C10 series that can resist the loads shown. The channel is 17 ft long and is connected to a gusset plate (not shown) using the bolted connection configuration shown in the figure. Use A36 Steel (Fy-36 ksi, Fu-58 ksi). Obtain U using the equation given in AISC manual. Use the LRFD method.

Design an American Standard Channel from the C10 series that can resist the loads shown. The channel is 17 ft long and is connected to a gusset plate (not shown) using the bolted connection configuration shown in the figure. Use A36 Steel (Fy-36 ksi, Fu-58 ksi). Obtain U using the equation given in AISC manual. Use the LRFD method.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.4P: Select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live...

See similar textbooks

Similar questions

Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410 UB 53.7 of Grade 300 PLUS, the electrode is E41xx SP and (V*, M*) = (36 kN, 166 kNm). (Hint: Check the adequacy also against the minimum values required in AS4100). It M* 393
Provide a balanced welded connection to mobilize the full capacity of the angle. ( Filler material :fy = 480 MPa, fu = 560 MPa, Members are S235) a Section a-a 10 mm 10 cm P { =37.14 mm 5 cm 16 mm Gusset Plate a
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 75
Problem 5: The lap connection shown consists of a PL1/2"X3" plate connected to a ½ in gusset plate with ¼" longitudinal fillet welds as indicated. The plates are A36 steel and the electrodes are E70XX. Calculate the length L (in) of the connection to develop the full capacity of the plate. Hint: The full capacity of the plate will depend on the governing strength of the tension member. Neglect block shear. Use ASD 6" x 1/2" P [ T L 1/4 1/4 E70 - 13²x P 3" x 1/2"
Problem 5 Design an American Standard Channel from the C10 series that can resist the loads shown. The channel is 17 ft long and is connected to a gusset plate (not shown) using the bolted connection configuration shown in the figure. Use A36 Steel (Fy-36 ksi, Fu-58 ksi). Obtain U using the equation given in AISC manual. Use the LRFD method. 10" IC 3" 3½"> 3½" C10 Series Pu = 190 kips 3/4" bolts Hint: Determine the gross area needed (Ag) assuming yielding controls the design. Using Ag go to the tables in the manual to select a C10 with an area > Ag. Then check that the selected section is adequate in rupture and block shear.
Select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live load = 80 kips, and wind load = 75 kips. The connection will be with longitudinal welds. Use an estimated shear lag factor of U = 0.85. (In a practical design, once the member was selected and the connection designed, the value of U would be computed and the member design could be revised if necessary.) The length is 17.5 ft. Use Fy=50 ksi and Fu=65 ksi. a. Use LRFD. b. Use ASD.
Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W 10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 11 4 -inch-diameter bolts in each flange, as shown in Figure P3.6-6. Each line contains more than two bolts. The length of the member is 30 feet. Use A588 steal.
A tension connection consists of A36 steel double angles (two L4x4x1/4 shapes, or 2L4x4x1/4) fastened to a 4x10 No. 2 Red Oak member with a single row of four 0.875 inch A307 bolts. The connection is subjected to normal temperatures but wet in-service conditions. Assume the group action factor is C,=0.95 and the geometry factor is Ca=1. The controlling ASD load combination is D+ L where L is from occupancy. Elevation Cross Section L4x4x1/4 L4x4x1/4 Pa Р. 2L4x4x1/4 4х10 4x10 Plan L4x4x1/4 Pa/2 Pa 4x10 L4x4x1/4 Pa/2 • Determine the load, Pa, that the connection can support based on tension strength of the 4x10. Pa=. lb • Determine the load, Pa, that the connection can support based on gross tension yield of the double angles. The ASD design strength for gross tension yield is F,A,/1.67 where F=36 ksi, A,=1.93 in² for each L4x4x1/4. Pa=. lb
Determine the maximum service load P that can be resisted safely by the welded connection shown. Use ASD. E80 10 150 300 K. 200