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Dear all
Apart from cost saving (or reduction in material)what is the technical advantage using I section instead of square section?
My application is,section is going to be simply supported to the static load.myself awared that I section is good for bending loads.Instead i am using square section,so my area moment of inertia will be high,the bending stress would be low.
Kindly comment the above subject.
Thanks
Prakash
Apart from cost saving (or reduction in material)what is the technical advantage using I section instead of square section?
My application is,section is going to be simply supported to the static load.myself awared that I section is good for bending loads.Instead i am using square section,so my area moment of inertia will be high,the bending stress would be low.
Kindly comment the above subject.
Thanks
Prakash