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Why I is the missing after h and J is written in the classification of building
support upper floor
what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
Define Circular Channels Flowing Partially Full Two sets of curved lines on the Circular Channel Ratios figure (discharge Q/Q full and velocity v/v full ). 1. "n" variabl
max. moment at cantilever in up or down of support or free of end
Hi need help with designing a 10 story concrete building with basement car park. Need help with calculations in line with eurocodes. Is this something you can help with?
Could someone please help me with the calculations of determining the sfd & bmd for cantilevers with udl''s, lvl''s and point loads? Also could I please have the same for ssb with
how to measure the waterways of railway bridges
http://www.expertsmind.com/questions/tributary-lateral-load-30133097.aspx
A footing foundation for a water tower carries a load of 9000 kN and is 3.6 metres square. It rests on dense sand of 9 m thickness overlying a clay layer of 3 metres depth. The cla
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