reclaimed area in Metro Manila, Concrete biles will be used as its foundation with details and plans as follows •foo C-1 C-1 € C-2 O
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- An engineer is responsible to design a safe and stable foundation that can transmit the loaduniformly under the structure. You are assigned to design a foundation for a double- storeyreinforced concrete shop house in Batu Pahat, Johor. FIGURE Q4(a) and FIGURE Q4(b) showthe layout plan and artist illustration for the building, respectively. The soil condition of theconstruction site is soft clay with a low bearing capacity value. Briefly explain FIVE (5) factors that need to be considered in the designAccording to you Pile Foundation the best for Black cotton soil?B = L = 1.5m and Q = 100kN Calculate the primary consolidation settlement of the foundation
- ASAP PLS I GIVE UPVOTE If the square footing has an 800mm edge with a 300mm thickness, and that the 200mm x 200mm column has a 1.1m height from the top of the footing up to the finished ground line are both constructed, how much gravel (in m3) should be exactly used for a class B concrete mixture for the footing and the column (up to the finished ground line level).For the following foundation determine Qu(adm) being Fs=1.5.Hi team , ineed Introduction and type to Tank Foundations 2 page
- Define the term composite piles.Determine the appropriate size of steel bars needed to confirm the development length requirements, the footing has a dimension of 2.0m x 2.0mx 0.8m. The column Section is 350mm x 350 mm Use a minimum protection of steel equal to 75 mm. fy use fc' = 20.7 mpa and fy= 415 mpa. using NSCP 2015.Describe the installation process of pile foundation.
- A spread footing supported on a sandy soil has been designed using ASD to support a certaincolumn load with a factor of safety of 2.5 against a bearing capacity failure. However, there issome uncertainty in both the column load, P, and the friction angle, f. Which would have thegreatest impact on the actual factor of safety: an actual P that is twice the design value, or actualf that is half the design value? Use bearing capacity computations with reasonable assumedvalues to demonstrate the reason for your response.Figure Q1 presents a concrete (γc=23kN/m3) circular footing founded on a saturated silty clay profile. Your input depends on the ultimate (j) and the penultimate (i) digit of your ID number as described by the formulae in Table Q1. Calculate the Safety Factor against bearing capacity failure under short-term loading conditions (use the Meyerhof methodology) Note : My ID Number is 9477287A square footing 5 ft by 5 ft supported on asandy stratum is designed to carry a columnloading of 250,000 Ib. The unit weight of thesands underlying the footing location varybetween 120 and 125 pcf. Estimate the founda-tion settlement to be expected using the sub-grade reaction method. (Neglect the weight ofthe footing.)