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What is the safe bearing capacity of a rectangular footing, 1 m × 2 m, placed at a depth of 2 m in an saturated clay having unit weight of 20 kN/m 3 and unconfined compression str
Test required before laying or after laying.
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
wbm road step by step procedure
convert to include bearing 76
calculate npsh
Example : Line AB was drawn with a magnetic bearing of 136° 45′ while the magnetic declination was 2° 30′ east In an old map. If magnetic declination is 3° 30′ west to what m
send any civil engineering related questions . i will write the answers , please tell us the process .
can you please derive the formula for eonomic span
Mad/Sir What would be the Horizontal and vertical component from this acting force see diagram
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