6.6 Problem: A bracket shown in figure 6.6 is subjected to an eccentric load P acting at an eccentricity e = 125 mm. Diameter of rivets is 25 mm ø. Allowable shearing stress of rivets is 110 MPa. Compute the safe value of P using elastic analysis method. Compute the safe value of P using reduced eccentricity method. Compute the safe value of P using ultimate strength method. 80 e-125 mm 40:40

6.6 Problem: A bracket shown in figure 6.6 is subjected to an eccentric load P acting at an eccentricity e = 125 mm. Diameter of rivets is 25 mm ø. Allowable shearing stress of rivets is 110 MPa. Compute the safe value of P using elastic analysis method. Compute the safe value of P using reduced eccentricity method. Compute the safe value of P using ultimate strength method. 80 e-125 mm 40:40

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 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

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Question

Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads

*Use NSCP 2015 formula/guide to solve this problem

*Use Handwritten

6.6 Problem:
A bracket shown in figure 6.6 is subjected to an eccentric load P acting at an
eccentricity e = 125 mm. Diameter of rivets is 25 mm ø. Allowable shearing stress of
rivets is 110 MPa.
Compute the safe value of P
using elastic analysis method.
Compute the safe value of P
using reduced eccentricity
method.
Compute the safe value of P
using ultimate strength method.
80
e-125 mm
40:40

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