Subject: Steel design- Bolted Steel Connection*Use NSCP 2015 formula/guide to solve this problem*Use Handwritten Sample Problem 3:A lap joint shown is bolted with an A325 boltshaving a diameter of 22 mm and A572 Grade 50plate material 16 mm x 150 mm with standardTT16 mm16 mm150mmT=holes. Assume diameter of holes is 3 mm larger than the bolt. Fy 345.6 MPa, F₁ = 449.3MPa, F, = 207.3 MPa for bearing type connection. F, = 121 MPa for a friction typeconnection.a. Determine the tensile capacity of the plates if it is bearing type connectionb. Determine the tensile capacity of the plates if it is friction type connectionc. Compute the minimum theoretical length of the lap if it is a friction type connection.

Answered: Image /qna-images/answer/dcc0ea28-dc57-448c-9ced-96dccc0e3b3b.jpg

Sample Problem 3: A lap joint shown is bolted with an A325 bolts having a diameter of 22 mm and A572 Grade 50 plate material 16 mm x 150 mm with standard T T 16 mm 1181 TR 16 mm 150mm holes. Assume diameter of holes is 8 mm larger than the bolt. Fy = 345.6 MPa, Fu = 449.3 MPa, F, = 207.3 MPa for bearing type connection. F, = 121 MPa for a friction type connection. a. Determine the tensile capacity of the plates if it is bearing type connection b. Determine the tensile capacity of the plates if it is friction type connection c. Compute the minimum theoretical length of the lap if it is a friction type connection.

Sample Problem 3: A lap joint shown is bolted with an A325 bolts having a diameter of 22 mm and A572 Grade 50 plate material 16 mm x 150 mm with standard T T 16 mm 1181 TR 16 mm 150mm holes. Assume diameter of holes is 8 mm larger than the bolt. Fy = 345.6 MPa, Fu = 449.3 MPa, F, = 207.3 MPa for bearing type connection. F, = 121 MPa for a friction type connection. a. Determine the tensile capacity of the plates if it is bearing type connection b. Determine the tensile capacity of the plates if it is friction type connection c. Compute the minimum theoretical length of the lap if it is a friction type connection.

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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