Design a connection for the following conditions: • 2L 8x6xtension member • Dead load = 50 kips, live load = 100 kips, and wind load = 45 kips • Group A bolts, no slip permitted 3/8-inch-thick gusset plate • A36 steel for both the tension member and the gusset plate

Design a connection for the following conditions: • 2L 8x6xtension member • Dead load = 50 kips, live load = 100 kips, and wind load = 45 kips • Group A bolts, no slip permitted 3/8-inch-thick gusset plate • A36 steel for both the tension member and the gusset plate

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.7.2P

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Question

Design a connection for the following conditions:
2L 8x6xtension member
• Dead load = 50 kips, live load = 100 kips, and wind load = 45 kips
• Group A bolts, no slip permitted
• 3/8-inch-thick gusset plate
• A36 steel for both the tension member and the gusset plate
• Length = 20 feet
Provide a complete sketch showing all information needed for the fabri-
cation of the connection.
a. Use LRFD.
b. Use ASD.

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Step 1: Given:

VIEW

Step 2: Solution:

VIEW

Step 3: Bearing strength at bolt holes:

VIEW

Step 4: Bearing strength at bolt holes in gusset plate:

VIEW

Step 5: Slip - critical Splice connection:

VIEW

Solution

VIEW

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