Design a single-angle tension member and a bolted connection for thefollowing conditions:7.7-250 kips, live load• Group A bolts, no slip permitted• 3/8-inch-thick gusset plate• Dead loadkips, and wind load45 kips• A36 steel for both the tenmember and the gusset plate• Length20 feetProvide a complete sketch showing all information needed for the fabri-cation of the connection.a. Use LRFD.b. Use ASD.

Design a single-angle tension member and a bolted connection for the following conditions: • Dead load 7.7-2 50 kips, live load • Group A bolts, no slip permitted • 8-inch-thick gusset plate kips, and wind load 45 kips • A36 steel for both the te: 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.

Design a single-angle tension member and a bolted connection for the following conditions: • Dead load 7.7-2 50 kips, live load • Group A bolts, no slip permitted • 8-inch-thick gusset plate kips, and wind load 45 kips • A36 steel for both the te: 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.

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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Question

Design a single-angle tension member and a bolted connection for the
following conditions:
7.7-2
50 kips, live load
• Group A bolts, no slip permitted
• 3/8-inch-thick gusset plate
• Dead load
kips, and wind load
45 kips
• A36 steel for both the ten
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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