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 2rivets are used. A 36 steel plates are used. Use standard diameter of hole.Use NSCP Specs.Allowable stresses for rivets:Shear: fv = 152 MPBearing: F₂=12 F₁,Compute the tensile strength ofthe connection if shearing stressof rivets governs.Compute the tensile strength ofthe connection if bearing stressbetween plate and rivets governs.(3) Compute the tensile strength ofthe connection if tearing of platesgoverns.Allowable tensile stress for plates:F₁ = 0.60 Fy AgF₁ = 0.50 Fu AeA₂ = u An25095 mm x 250 min95 mm x 250 munHHHFigure 3.26150

To compute:Tensile strength when shear stress of rivet governsTensile strength when bearing stress…

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

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.4P: Select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live...

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