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The free float is equal to:
a. Latest allowable event occurrence time + Early finish time
b. Earliest event occurrence time + early finish time
c. Latest allowable event occurrence time - Early finish time
d. Earliest event occurrence time - Early finish time
Ans: Earliest event occurrence time - Early finish time
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
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Q. Show the Stresses during pile driving? Stresses during pile driving In pile driving operation, proper selection of piling hammers is necessary to prevent the damage of
why do we use effective depth ''d'' in calculating the shear capacity of uncracked Concrete beam. If it is uncracked, why cant we use the full depth ''D''.
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An engineer deposits an "X" amount every 6 months for 3 years so that she'll have $10,000 at the end of this period. The interest rate is 5% per year which is rebalanced every 6-mo
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