The bracing for the moment-resisting frame used a channel section. Determine if the channel is adequate for the applied tension load of Pd = 127 kN and PL = 113 kN. The channel is ASTM A36 (Fy = 248 MPa, Fu = 400 MPa) steel and is connected with four 16 mm diameter bolts. a) LRFD b) ASD 38 100 38 NOTE: All dimensions are in mm 50 C8x11.5 -9.5 mm gusset plate

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The bracing for the moment-resisting frame used a channel section. Determine if the channel is
adequate for the applied tension load of Pd = 127 kN and PL = 113 kN. The channel is ASTM A36 (Fy =
248 MPa, Fu = 400 MPa) steel and is connected with four 16 mm diameter bolts.
a) LRFD
b) ASD
38
100
38
NOTE: All dimensions are in mm
C8x11.5
9.5 mm gusset plate
Transcribed Image Text:The bracing for the moment-resisting frame used a channel section. Determine if the channel is adequate for the applied tension load of Pd = 127 kN and PL = 113 kN. The channel is ASTM A36 (Fy = 248 MPa, Fu = 400 MPa) steel and is connected with four 16 mm diameter bolts. a) LRFD b) ASD 38 100 38 NOTE: All dimensions are in mm C8x11.5 9.5 mm gusset plate
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