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Details of a simply-supported beam are given in Figures (a) and (b). Note that the dead load, g includes the self weight.
Design the transverse shear reinforcement in terms of N12 ties @ s, the required spacing at the critical section which in this case may be taken at the appropriate support (not do from it). Use the same spacing throughout. Take fc′ = 32 MPa.
expressions for calculating corrections for earth curvature
Explain Detention or Retention Ponds Detention/Retention Ponds: Designed to reduce and contain the peak runoff from developed areas (more impervious). Attempt to limit the runo
A sand at a borrow pit is determined to have an in-situ dry unit weight of 18.4 kN/m 3 . Laboratory tests indicate the maximum and minimum unit weight values of 19.6 kN/m 3 and
Wind Force acting on truss
Question During piling works, normally founding levels of bored piles are definite by using total core recovery or rock quality designation (RQD). Are there any problems by
Question What are main disparities in design between regular precast concrete pipes and pipes used for pipe jacking ? Answer For pipes used for pipe jacking, they h
how to estimate stone in road soling
1
Discuss about the post-tensioning systems In most of post-tensioning systems, when the cable is tensioned and the jack is released to transfer prestress to concrete, the fricti
A 2 m wide strip footing is to be constructed in a sandy stratum of 2 m thick. The depth of the footing is 1 m below ground surface. The sand layer is underlain by lm thick cla
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