![]() ![]() Also without calculations indicate what effect omitting the anchors would have on the desired length and strength of the sheet piles.Structural Reports. As promptly as practicable after the execution of this Agreement, ATC may, but shall not be obligated, at its own cost and expense, obtain a report (the "Structural Reports") with respect to each of the components of the Completed Towers of such structural engineers as are reasonably satisfactory to ATC with respect to (i) the structural soundness and operating condition of the Completed Towers, (ii) compliance of the Completed Towers with all Applicable Laws, Governmental Authorizations and Private Authorizations, and ( iii) any required structural or other material repairs. is most critical for the design of the sheet piles. Without detailed calculations explain which of the loading cases (a), (b) or (c) ii). The choice of available anchors and sheet piles is limited to: Steel Sheet piles, with an El of 2.100 E+8: Type Length Cost (per m run of wall) £1000 P1 9.0 m P2 10.0 m £1200 P3 11.0 m £1500 P4 12.0 m £2000 Anchors spaced at 4.0m centres horizontally, with a pre-stress per anchor of 100kN: Depth of Installation 1.0 m Cost (per anchor) £1200 £1400 1.5 m 2.0 m £1600 £2000 2.5 m £2500 3.0 m In each case the piles are to be fully driven in order to avoid the expense of cutting them shorter. In so doing, you need to determine the most economic choice of pile length and depth of anchor to be installed during the construction phase - an explanation of your choice is required. (c) to ensure that the safety factor on the theoretical passive earth pressure of the sheet piling is not less than 3.00. ![]() ![]() Use the GEOSOLVE program WALLAP to examine loading case i). Transcribed image text: WALLAP Analysis a) During the design phase of the canal, a stability check was required on loading case (c). ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |