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Define the Influence line-beam shear?
1. Replace point of interest with a link element of nominal length. If the point of interest is a reaction, place a hinge at that point and lift the hinge upward a unit distance.
2. Push the two ends of the beam together at the link until it is vertical. Thus the total beam length has not changed. The slope of sections to the left/right is the same.
3. Determine the ratio of δleft and δright.
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Determine the term - lowering of stresses Due to creep of concrete, these compressive strains keep on increasing with time. it means that the length of the member keeps on red
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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?
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