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can anyone suggest any estimating software you have used for steel and misc metal,for eg- hand rails, guardrails etc.

I WORK FOR A COMPANY BASED IN NEW YORK, FOR ONE OF OUR PROJECTS WE NEED STAINLESS STEEL TUBES AND PIPES IN LARGE QUANTITY AROUND 1000'-1500'. CAN SOMEONE TELL ME ANY MILL OR ANY PLACE WHERE WE CAN PROCURE SUCH LARGE QUANTITIES IN A CHEAPER MANNER. PREFERABLY DIRECT MILL THANKS IN ADVANCE

I WORK FOR A COMPANY BASED IN NEW YORK, FOR ONE OF OUR PROJECTS WE NEED STAINLESS STEEL TUBES AND PIPES IN LARGE QUANTITY AROUND 1000'-1500'. CAN SOMEONE TELL ME ANY MILL OR ANY PLACE WHERE WE CAN PROCURE SUCH LARGE QUANTITIES IN A CHEAPER MANNER. PREFERABLY DIRECT MILL THANKS IN ADVANCE

i work for a company based in New york, can someone tell me where we can get steel plates , for eg 3/4"x10 1/2"x10"...i don need supplier information for large quantities, i need someone who will give one cut length of this deimension

Can any one tell me how is the "TOTAL SYSTEM FLOW" in StormCAD calculated?

In case of column design can anyone tell me what does ,lower stress but lower buckling load suggest regarding behavior of column

hi...thanks a ton for ur reply... but my problem is not in calculating the inlet length or capacity... i am just confused with the Q that is to be entered in doing so for ex my problem states that my area contributing to runoff is 12 acres my runoff calculated from Q = cia reads 72 cfs.. now...

I am designing a rainfall inlet for a given area. i have calculated Q for the given drainage area using rational method Q = cia for designing the length of rainfall inlet the fhwa manual gives the equation LT = KT Q ^0.42 *SL^0.3 (1/(n*Se)^0.6 now my question is the Q in the above equation is...