Design of a Single-Angle Tension Member Design a tension member given the following: ⚫ Service loads: P₁ = 40 kips, P₁ = 66 kips; • Single angle required; • Unbraced length, L = 20 ft.; • ASTM A36 steel; and • Two lines of four ¾-in.-diameter bolts.
Design of a Single-Angle Tension Member Design a tension member given the following: ⚫ Service loads: P₁ = 40 kips, P₁ = 66 kips; • Single angle required; • Unbraced length, L = 20 ft.; • ASTM A36 steel; and • Two lines of four ¾-in.-diameter bolts.
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter28: Structural Components Of Framed Construction
Section: Chapter Questions
Problem 28.34Q
Related questions
Question
Design a tension member given the following:
Service loads: PD = 40 kips, PL = 66 kips;
Single angle required;
• Unbraced length, L = 20 ft.;
• ASTM A36 steel; and
• Two lines of four 3/4-in.-diameter bolts.
Consider the angle bar L6 x 6 x 1/2
Transcribed Image Text:Design of a Single-Angle Tension Member
Design a tension member given the following:
⚫ Service loads: P₁ = 40 kips, P₁ = 66 kips;
•
Single angle required;
• Unbraced length, L = 20 ft.;
• ASTM A36 steel; and
• Two lines of four ¾-in.-diameter bolts.
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