A proposed building plan is as shown in Figure 1. Structural analysis yielded the column loads given in Table 1. The bui

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A Proposed Building Plan Is As Shown In Figure 1 Structural Analysis Yielded The Column Loads Given In Table 1 The Bui 1 (163.62 KiB) Viewed 76 times

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A Proposed Building Plan Is As Shown In Figure 1 Structural Analysis Yielded The Column Loads Given In Table 1 The Bui 2 (139.1 KiB) Viewed 76 times

A proposed building plan is as shown in Figure 1. Structural analysis yielded the column loads given in Table 1. The building will be placed on the soil profile given in Figure 2, with the soil properties presented in Table2. Q1 Qa Q2 8.25 m 95 Q4 Q6 Q9 8.25 m Q7 H Dr 8.25 m. Q8 Hard stratum Figure 2. Soll profile 8.25 m 7, 9. C Ysat, C Dw

Q1 Q4 Q6 0.9 390 465 690 515 H (m) Dw (m) 8 Y [kN/m3) 18.5 Ysat (kN/m3) 22.5 Es (kN/m2) 18000 28 20 A. Estimate the safe bearing pressure by the Allowable bearing pressure method and dimension three groups of square spread footings (intermediate, edge, corner) for the given column loads. B. Check the differential settlement to be expected between the column carrying the highest load and the one carrying the lowest load. Check the angular distortion to be within allowable limits CH Q2 415 Q3 440 05 940 790 p 08 590