Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the flange with six M22 bolts as shown. The yield strength of the steel is 345 MPa and the ultimate tensile strength is 483 MPa.

Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the flange with six M22 bolts as shown. The yield strength of the steel is 345 MPa and the ultimate tensile strength is 483 MPa.

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 5.6.3P

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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

PLEASE ANSWER THIS QUESTION ASAP!!!

Calculate the design (LRFD) block
shear rupture strength (kN) of a
WT155X39.5, attached through the
flange with six M22 bolts as shown.
The yield strength of the steel is 345
MPa and the ultimate tensile strength
is 483 MPa.
140
O O O
O O O
50 75 75
WT155X39.5

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