3. A Channel section is connected to a 10mm gusset plate with 20mm- diameter bolts as shown in the figure. The connecting member is subjected to dead load and live load only. The pitch distance, s=60mm (c.t.c. horizontal bolt spacing), gage distance, g=75mm (c.t.c. vertical bolt spacing) and edge distance, e for the channel and gusset plate are 65mm and 70mm respectively. Considering the following limit states, calculate the total service load capacity if the live-to-dead load ratio is 2.5. The steel is A572 Grade 50 for both members. a. GSY b. NSF c. BSR Channel Pu
3. A Channel section is connected to a 10mm gusset plate with 20mm- diameter bolts as shown in the figure. The connecting member is subjected to dead load and live load only. The pitch distance, s=60mm (c.t.c. horizontal bolt spacing), gage distance, g=75mm (c.t.c. vertical bolt spacing) and edge distance, e for the channel and gusset plate are 65mm and 70mm respectively. Considering the following limit states, calculate the total service load capacity if the live-to-dead load ratio is 2.5. The steel is A572 Grade 50 for both members. a. GSY b. NSF c. BSR Channel Pu
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Channel Section: C 7x9.8
Transcribed Image Text:3. A Channel section is connected to a 10mm gusset plate with 20mm-
diameter bolts as shown in the figure. The connecting member is
subjected to dead load and live load only. The pitch distance, s=60mm
(c.t.c. horizontal bolt spacing), gage distance, g=75mm (c.t.c. vertical
bolt spacing) and edge distance, e for the channel and gusset plate are
65mm and 70mm respectively. Considering the
following limit states, calculate the total service
load capacity if the live-to-dead load ratio is 2.5.
The steel is A572 Grade 50 for both members.
a. GSY
b. NSF
c. BSR
Channel
Pu
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