) Design a gussetted base for a column section consisting of one sc 250 with two cover plates 300 x 25 mm carrying an axial load of 2500 KN. The S.B.C. of soil is 250 KN/m2 and the permissible bearing pressure on concrete is 4000 KN.
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Explain the Phosphate estimation?
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i am getting an of the type can not convert int to int *. to overcome this problem what we should do?
How QTP support all types of applications (platforms)?
Design an underground tank of internal dimensions 6m x 3m x 3m. The soil surrounding the tank always remains dry. The tank shall be provided with a roof slab. The soil weighs 16000 N/m3 having an angle of repose of 30.
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How do you work under continuous direct supervision? How do you handle criticism?
what is your core comtetence