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.

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.

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

Please answer for ASD

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: Introduction

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Step 2: Calculation of shear strength of bolts

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Step 3: Calculation of bearing strength at bolt holes

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

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Step 5: Slip - critical Splice connection:

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I asked for ASD, not LRFD.

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