Hi 1)What is the maximum permissible exchange deviation in your project? 2)What is the most typical problem that you have been faced in supporting as well as implementation? 3)How you see dunning notice output?
2186why jobstep can't be more than 255 and for GDG has max limit 255 . Is there any relation between the two
1 7805Post New IBM Interview Questions
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Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
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