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Given for the section shown in Figure,
M* = 250 kNm,
fsy = 500 MPa and
fc′ = 25 MPa.
Compute Ast and (if necessary) Asc. You may assume that each of Ast and Asc can be accommodated in a single layer (by bundled bars as necessary). And that f may be taken as 0.8.
earth dam design and its force
Q. Computation of Settlement? The settlement in any soil mass under an applied stress is given by s = s i + s c + s s where, S = total settlement, S i = imm
in direct pumping system
The moment of inertia calculates the opposition any kind of body will have against a certain momentum (along that similar axis) trying to rotate that body.
We need all types of Upper floor
Solve problem of continuous beam with equilibrium equation
Q. ACSR (Aluminium Conductor Steel Reinforced) are utilized as (A) over head transmission lines. (B) super conductors. (C) fuse
designing of guide bunds
how to convert UVL to UDL
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