hi
just out of curiosity.....
does anyone know what is the meaning of the numbers 40, 80, 100, etc when we refer to Schedule 40 ,Schedule 80, Schedule100 Pipes respectively...
cheers
Rahul
dear engineers,
i have carried out structural analysis for global model using ANSYS 11. now i have identified certain important local zones where i want to do a fine mesh analysis.
1) how do i apply boundary conditions from earlier results to these zones if i make a new model.
2) is there a...
dear engineers,
i have carried out structural analysis for global model using ANSYS 11. now i have identified certain important local zones where i want to do a fine mesh analysis.
1) how do i apply boundary conditions from earlier results to these zones if i make a new model.
2) is there a...
hi,
i have applied Fy on nodes using a table.
now i want to add additional Fy forces on some of these nodes directly without tables..these are based on user input so cannot add these in table....
but replace ve add doesnt work.
anyone with any suggestion??
there is this contractor who is substituting a standard arm of an excavator to a much longer arm
(lengthened about 50%). he is using this excavator to drive down some steel c sections (size about 150-200 mm) into ground (these piles are like temporary supports for main excavation). he says that...
hi,
i am trying to use programming with apdl. in this there may be instances where the same element is applied with different pressures. i am told by my senior that the pressures will be replaced when i do this.
is there any way to "tell" ansys is superimpose the pressures on the elements rather...
dear concrete engineers,
what r the considerations, chemistry aspects, etc that i should be considering to ensure that the concrete obtained is water-tight. am already designing the structure for zero tensile stress using working stress method.
i have learnt that some components like C4A in...
hi,
is there a reliable method to model reinforced concrete structures? is that possible using ANSYS.. from STAAD i know that we can design for the reinforcement, etc.. but wht we intend is to model both concrete, the reinforcement, maybe also prestress, and also the interaction between the...
hi,
this is quite an interesting problem am involved in. we are designing a barge to contain some ores, properties similar to loose sand with angle of repose = 30 deg.
now, this barge will be having motions as it is in the marine environment. what we need to know is how the heap of the ore...
hi,
i am designing a spud for the barge and need to know what penetration of the spud will be required to generate required resistance from soil.
since soil data is not available am trying to use the fact about the excavator on the barge that can produce a maximum of 51 ton force. this should be...
hi
the purpose of the fluid is simply to add weight to a structure whenever required and to be pumped out whenever purpose is solved. this pumping in and out will be repeated something like once a day or sometimes once a month.
the quality that am looking for in the fluid is that it should have...
hi,
i am designing a spud for the barge and need to know what penetration of the spud will be required to generate required resistance from soil.
since soil data is not available am trying to use the fact about the excavator on the barge that can produce a maximum of 51 ton force. this should be...
