A C9x20 is used as tension member connected to a gusset plate of ½ in thick (Figure 5). The member has to resist service dead load and live load of 40 kips & 80 kips respectively. Steel used is A36. Assume connection is adequate in block shear. Design the bolted connection (check slip critical, shear and bearing strength). Use ASD. t = " C9x 20

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.2.9P
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A C9x20 is used as tension member connected to a
gusset plate of ½ in thick (Figure 5). The member has to
resist service dead load and live load of 40 kips & 80 kips
respectively. Steel used is A36. Assume connection is
adequate in block shear. Design the bolted connection
(check slip critical, shear and bearing strength). Use ASD.
t = W"
C9 × 20
Figure # 5
Transcribed Image Text:A C9x20 is used as tension member connected to a gusset plate of ½ in thick (Figure 5). The member has to resist service dead load and live load of 40 kips & 80 kips respectively. Steel used is A36. Assume connection is adequate in block shear. Design the bolted connection (check slip critical, shear and bearing strength). Use ASD. t = W" C9 × 20 Figure # 5
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