What Is the Maximum Compressive Load on a Solid Brick Pier?

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The discussion centers on understanding the concept of compressive load in relation to a solid brick pier with a 325mm square section and a height of 2.4m. The user initially seeks a definition of compressive load to formulate a question about the pier's maximum load capacity. After some clarification, the user specifies that the axial load on the pier is 400kN. The focus remains on determining the maximum compressive load that the specified brick pier can withstand. The conversation highlights the importance of understanding load definitions in structural engineering.
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can someone give me the defination of compressive load

so i can work out a question

which involves


solid brick pier having :...
...325mm square section, and 2.4m height, subjected to an axial load of 400kN

LF
 
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LiamFermoylel said:
can someone give me the defination of compressive load

so i can work out a question

which involves


solid brick pier having :...
...325mm square section, and 2.4m height, subjected to an axial load of 400kN

LF

What is the question?

Chris
 
its fine now dude, iv sorted it out. thanks anyway.

but the question is..

whats the maximum compressive load on a

solid brick pier having :...
...325mm square section, and 2.4m height, subjected to an axial load of 400kN
 
I have Mass A being pulled vertically. I have Mass B on an incline that is pulling Mass A. There is a 2:1 pulley between them. The math I'm using is: FA = MA / 2 = ? t-force MB * SIN(of the incline degree) = ? If MB is greater then FA, it pulls FA up as MB moves down the incline. BUT... If I reverse the 2:1 pulley. Then the math changes to... FA = MA * 2 = ? t-force MB * SIN(of the incline degree) = ? If FA is greater then MB, it pulls MB up the incline as FA moves down. It's confusing...
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