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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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.
Expert Solution

Step 1
Given data-
Member - A36
Length - 17 ft.
Design load - Pu = 190 kips.
Fy = 36 ksi.
Fu = 58 ksi
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