`Check all strength conditions for the triple-riveted double strap butt joint. Find the proper thickness of straps (gn). Assume rivets d = 5 mm, P = 70 kN, plate thickness g= 7 mm, for rivets: k' = 205 MPa, for plates and straps: ka = 500 MPa, k, = 235 MPa, ka/k = 2.3 _10 15 15 P 5 09

`Check all strength conditions for the triple-riveted double strap butt joint. Find the proper thickness of straps (gn). Assume rivets d = 5 mm, P = 70 kN, plate thickness g= 7 mm, for rivets: k' = 205 MPa, for plates and straps: ka = 500 MPa, k, = 235 MPa, ka/k = 2.3 _10 15 15 P 5 09

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Check all strength conditions for the triple-riveted double strap butt joint. Find the proper thickness of
straps (gn). Assume rivets d= 5 mm, P = 70 kN, plate thickness g 7 mm, for rivets: k;' = 205 MPa, for plates
and straps: ka = 500 MPa, k. = 235 MPa, ka/k = 2.3
10
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