Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- i need the answer quicklyarrow_forwardThis is Civil Engineering. Specifically Foundation Engineering. Please post thorough answers and work. Any plot needs to be computer generated. Thank youarrow_forwardb) A 3.X m x 3.X m square foundation is to be founded at a depth of 1.5 m below ground level in medium-dense sand with a bulk unit weight of 19 kN/m³ and a saturated unit weight of 20.X kN/m³. The water table is located 3.6m below ground level. The immediate settlement is to be limited to 25mm. Estimate the allowable load on the foundation using the standard penetration test data presented in Table 3 below and applying the appropriate correction factors. Table 3: SPT results Depth 1.5 3.0 3.8 4.6 5.4 6.4 (m) SPT 7 12 12 18 20 25 'N' X=2 2.2 9arrow_forward
- 9. Consider Figure FE 3. Compute the difference in the primary consolidation settlement. Further, if foundation B is to be loaded with an additional 150 kN, suggest an increase in dimension for said foundation if a differential settlement of 20 mm is not to be exceeded. You may use the equation for primary consolidation settlement of HomvAov. 780 kN 780 kN Foundation A Foundation B 1.5 m x 1.5 m 1.5 m x 1.5 m Sand 1.4 3 m 2.8 m 1.2 m Clay, m = 0.7 m2/MN Gravel Figure FE 3-Borrowed from Soil Mechanics and Foundations, Muni Budhuarrow_forwardPlease round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a clay soil are shown below. The size of the plate is 0.41m x 0.41m. If a square column foundation (3m x 3m) that should carry a load of 2700KN, what is the estimated settlement of the foundation? Load/unit area Settlement (KN/m²) Load/unit area (kN/m?) (mm) 200 600 800 400 200 300 6. 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm Next page page MacBook Air トII F1 F2 F3 F4 F5 F6 FB F9 @ #3 2$ & 2 3 4 7 8 W R Y U S D F G K Settlement (mm)arrow_forwardPlease round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a clay soil are shown below. The size of the plate is 0.58m x 0.58m. If a square column foundation (3m x 3m) that should carry a load of 3600KN, what is the estimated settlement of the foundation? Load/unit area Settlement (KN/m²) Load/unit area (kN/m³) (mm) 200 400 600 800 200 6. 300 400 13 10 500 20 20 600 29 30 40 50 60 70 Answer = mm Settlement (mm)arrow_forward
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