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Define Drag load test of shock transmission unit?
This test ensures that excessive load should not be transmitted to the structure by the STU. As per the test the STU shall have an impressed deflection of ‘0 mm - 40 mm - 0 mm - 40 mm - 0' mm in not less than 10 hrs and not more than 24 hrs. During the impressed deflection cycle the STU shall develop no more drag force than 10% of the maximum design capacity of 3100 KN.
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A clay layer 5 m thick has double drainage. It was consolidated under a load of 127.5 kN/m2. The load is enhanced to 197.5 kN/m 2 . The coefficient of volume compressibility is 5.7
The data profile as shown in Figure is obtained. A best average of N values gave N 10 = 21, column loads including dead and live loads ranged from 500 kN to 950 kN. Determine the
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Concordant Prestressing In this type of prestressing, tendons follow a concordant profile. The concordant profile of tendons does not change the support reactions in a statica
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