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A 13-foot-long tension member and its connection must be designed for a service dea load of 8 kips and a service live load of 24 kips. No slip of the connection is permit ted. The connection will be to a %-inch-thick gusset plate, as shown in Figure 7.19 Use a single angle for the tension member. Use A325 bolts and A572 Grade 50 stee for both the tension member and the gusset plate. Table 6-2 can beused just C, =1 and you have to modity it in your tormula H1-1a or H1-1-b) 236 t = in.

A 13-foot-long tension member and its connection must be designed for a service dea load of 8 kips and a service live load of 24 kips. No slip of the connection is permit ted. The connection will be to a %-inch-thick gusset plate, as shown in Figure 7.19 Use a single angle for the tension member. Use A325 bolts and A572 Grade 50 stee for both the tension member and the gusset plate. Table 6-2 can beused just C, =1 and you have to modity it in your tormula H1-1a or H1-1-b) 236 t = in.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 13-foot-long tension member and its connection must be designed for a service dead load of 8 kips and a service live load of 24 kips. No slip of the connection is permit- ted. The connection will be to a %-inch-thick gusset plate, as shown in Figure 7.19. Use a single angle for the tension member. Use A325 bolts and A572 Grade 50 steel for both the tension member and the gusset plate. Table 6-2 can beused just C, =1 and you have to modity it in your tormula H1-la or H1-1-b) 2364 t = ½ in. A325 bolts A572 Grade 50 steel
Transcribed Image Text:A 13-foot-long tension member and its connection must be designed for a service dead load of 8 kips and a service live load of 24 kips. No slip of the connection is permit- ted. The connection will be to a %-inch-thick gusset plate, as shown in Figure 7.19. Use a single angle for the tension member. Use A325 bolts and A572 Grade 50 steel for both the tension member and the gusset plate. Table 6-2 can beused just C, =1 and you have to modity it in your tormula H1-la or H1-1-b) 2364 t = ½ in. A325 bolts A572 Grade 50 steel
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