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what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
derivation for above topic
why is it done.
what is fly levelling? when it is carried out ?
Question Give a reason that why are high and narrow beams not desirable in concrete piers? Answer Supported on past experience in other, high and narrow beams after
what is taping
horizontal and verticle allignment
Calculate the principal stresses for the state of stress: Calculate the principal stresses and principal planes for the state of stress shown in Figure. Figure
#questiosssn..
I would like to know if anyone can help me with my const estimating project
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