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!)
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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...
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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.
HC
10"
INN
3"
31">
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.
Transcribed Image Text: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. HC 10" INN 3" 31"> 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.
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