Q/ Determine the tensile load T (comprised of 40 percent dead load and 60 percent live load) permitted by AISC LRFD for a pair of channels C8x13.7 attached to a 3/8-in. gusset plate as shown in the accompanying figure. Use A572 Grade 50 steel for both the channels and the gusset plate and 4-in. diameter bolts in standard holes at the locations shown. Consider the following limit states (a) gross section yielding of channels, (b) net section fracture of channels. d geset e -2C 6x13.7 2" T 2"
Q/ Determine the tensile load T (comprised of 40 percent dead load and 60 percent live load) permitted by AISC LRFD for a pair of channels C8x13.7 attached to a 3/8-in. gusset plate as shown in the accompanying figure. Use A572 Grade 50 steel for both the channels and the gusset plate and 4-in. diameter bolts in standard holes at the locations shown. Consider the following limit states (a) gross section yielding of channels, (b) net section fracture of channels. d geset e -2C 6x13.7 2" T 2"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q/ Determine the tensile load T (comprised of 40 percent dead load and 60
percent live load) permitted by AISC LRFD for a pair of channels C8x13.7 attached
to a 3/8-in. gusset plate as shown in the accompanying figure. Use A572 Grade 50
steel for both the channels and the gusset plate and 4-in. diameter bolts in standard
holes at the locations shown. Consider the following limit states (a) gross section
yielding of channels, (b) net section fracture of channels.
e gosset e
-2C8×13.7
2"
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