Recent content by IYIeI2cY

Hello all, I need to design a flexibile retaining wall (soldier piles with wood lagging), all the text books i have do not proper handling of this issue, just some formula in very basic situations and wihout solved examples. Can any one tell me how can i find solved examples for that issue...

Hi all, I need a Construction Case Study in a primavera file. Is that applicable? if so, where can i get it? Thanks

guys, I'm glad you mentioned the section cut tool, however, i'm very confused using it, is there any solved Step by Step example of implementing that tool? About the original question, i guess we shouldn't just take the value at the point, we could take the resultant force over the area (it...

thx :) have a nice day

Hi all, im new to FEM and i need some good tutorials for basic concepts and exmaples. i searched for free tutorials in the net but i had a bad luck. Any suggestions? Thanks i advance

help him guys. Plese and me too LOL.

nice question

moebius, Did you ignored the own wieght of the mat?

M11 = Bending moments in the local 1 axe M22 = Bending moments in the local 2 axe M12 = shear force in the plate plan (membrane action) etc..

BigH, i think u absolutly right, im from Egypt there is a great geotechnical consultants here, but as a lack of facilities, we need them only in the big projects, but for a small projects like a normal building just a economic check for the bearing capacity is enough. but to solve a raft...

Very nice, now, if i have the Bearing capacity, how could i get the soil modulus?? in other word, i know that when we are modeling a raft using sap2000, we multiply the bearing capacity(in t\m2 units) by 100 then multiply the result by the area of the shell carried by every joint and then...

hi all, sorry for that SILLY Question, but what is the releationship between Bearing capacity for a soil and the soil modulus?? are they the same or what !! thx in advance Pea$e

hi fellows does any one knows how to use section cuts in sap2000 ver8 ? i usally design slabs using moments value from the contour line just at the column face, is that right ? Pea$e

im trying to design a steel truss using autoselect sections in Sap2000 V.8, the design sections differ from the analysis sections, i know that i must re-analysis untill i got the design section the same as the analysis sections, i tried to re-analysis many times, i tried "make autoselect...

hi fellows can any one tell me how to model a girder carrying a beam using sap2000 ?? when i model two crossing beams the program solve it as two beams interaction together, i NEED to determine that one of them is a support of the other !! is that possible ?? Thx in advance Pea$e