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A riveted connection is shown in the figure 3.26. A 25 mm diameter A 502, grade 2 rivets are used. A 36 steel plates are used. Use standard diameter of hole. Use NSCP Specs. Allowable stresses for rivets: f = 152 MP Shear: Bearing: F12 F₁ Allowable tensile stress for plates: F₁ = 0.60 Fy Ag F₁ = 0.50 Fu Ae A₂ = u An

A riveted connection is shown in the figure 3.26. A 25 mm diameter A 502, grade 2 rivets are used. A 36 steel plates are used. Use standard diameter of hole. Use NSCP Specs. Allowable stresses for rivets: f = 152 MP Shear: Bearing: F12 F₁ Allowable tensile stress for plates: F₁ = 0.60 Fy Ag F₁ = 0.50 Fu Ae A₂ = u An

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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Subject: Steel design- Bolted Steel Connection

*Use NSCP 2015 formula/guide to solve this problem

*Use Handwritten

 

 

3.26 Problem: A riveted connection is shown in the figure 3.26. A 25 mm diameter A 502, grade 2 rivets are used. A 36 steel plates are used. Use standard diameter of hole. Use NSCP Specs. Allowable stresses for rivets: Shear: fv = 152 MP Bearing: F₂=12 F₁, Compute the tensile strength of the connection if shearing stress of rivets governs. Compute the tensile strength of the connection if bearing stress between plate and rivets governs. (3) Compute the tensile strength of the connection if tearing of plates governs. Allowable tensile stress for plates: F₁ = 0.60 Fy Ag F₁ = 0.50 Fu Ae A₂ = u An 250 95 mm x 250 min 95 mm x 250 mun HHH Figure 3.26 150
Transcribed Image Text:3.26 Problem: A riveted connection is shown in the figure 3.26. A 25 mm diameter A 502, grade 2 rivets are used. A 36 steel plates are used. Use standard diameter of hole. Use NSCP Specs. Allowable stresses for rivets: Shear: fv = 152 MP Bearing: F₂=12 F₁, Compute the tensile strength of the connection if shearing stress of rivets governs. Compute the tensile strength of the connection if bearing stress between plate and rivets governs. (3) Compute the tensile strength of the connection if tearing of plates governs. Allowable tensile stress for plates: F₁ = 0.60 Fy Ag F₁ = 0.50 Fu Ae A₂ = u An 250 95 mm x 250 min 95 mm x 250 mun HHH Figure 3.26 150
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