d8.16 An irregularly shaped footing shown in the figure is loaded with 60 kN/m²uniform load on the ground. Compute the vertical stress increment underPoint A at the depth z = 4 m.INTRODUCINT5.0 m5.0 m15.0 mA5.0 mr = 5.0 m

To compute the vertical stress increment under Point A at a depth of z=4z = 4z=4 m for the given…

Answered: d 8.16 An irregularly shaped footing…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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CEN-333 Geotechnical
7.7 Refer to Figure P7.7. Using the procedure outlined in Section 7.10, determine the average stress increase in the clay layer below the center of the foundation due to the net foundation load of 50 tons. [Use Eq. (7.26).] 450 10 A 50 kin tet load Figure P7.7 5nxsn Sand 7-122 1² Sand y 100 lb/m Yu120 vn =0.7 C=0.25 C-0.06 Water table Clay Preconsolidation pressure-2000 lb/n² C
Q2/ A rectangular footing 1.5 m x 1 m is shown in the Figure below. Determine the magnitude of the gross ultimate load applied eccentrically for bearing capacity failure in soil. 1m e = 0.1 m y = 18 kN/m c' = 0 d' = 30° Im
Quiz-2: For the strip footing shown. Calculate the reduction percentage in the bearing capacity of the soil profile when the groundwater rises to the footing base level. Use Meyerhof's equation P = 723 kN/m 0.5 m Yt = 17.0 kN/m3 B = 3.0 m Pure Sand Ywet 18.0 kN/m3 5.9 m Ø = 36.0° W.T. Ysat = 18.0 kN/m3
Q: A rigid shallow footing has the dimension of 1m x 1m, shown in the following figure. The depth of footing, mechanical properties of supporting soil and the load transmitted through the footing are shown in the figure. Determine shape factor (Is) and depth factor (I). 500 mm E,= 6500 kN/m² H₂=0.3 E, - 5000 kN/m² 1₂ = 0.3 E, 10000 kN/m = H₂ = 0.3 Ao = 200 kN/m² 0.0 m 3.0 m 5.0 m 8.0 m
X=30 Pls answer this question correctly. Explain every portion and try keep handwriting good
A square footing 3 m x 3 m is supporting an axial load of 650 kN. The weight of the soil is aasumed to be 17.32 kN/m^3. Compute the vertical stress increment due to this load at a depth of 1.5 m below the center of the footing using the approximate method. a. 51.46 kPa b. 32.10 kPa c. 76.54 kPa d. 50.56 kPa
A and B are two footings of size 1.5 x 1.5 m each placed in position as shown in the following figure. Each of the footings carries a column load of 400 kN. Determine the excess load that footing B carries due to the effect of the load on A. Assume the loads at the centers of footings act as point loads. E 2.5 m |A B 10.5 m Q = 400 kN + 1.5 m - 2.3 m - 1.5 m
A soil formation is composed of 5m thick clay and 5m thick sand being sand above the clay. The groundwater table is located at 2m below the ground surface, assume E=6900kPa, If=0.79 and µ=0.2 a. A rigid column footing 1.2m in diameter is constructed. The load on the footings is 170kN. Determine the immediate settlement in mm. b. Calculate the primary compression index. c. Calculate the primary consolidation settlement of the normally consolidated clay layer if there is a surcharge of 40kpa acting on the ground surface. (neglect footings load) in mm.
A square footing is subjected to an inclined load as shown in the figure below. If the size of the footing ,B=2.25 m , determine the gross allowable inclined load , Q, that the footing can carry. Given:  = 120 andF.S = 3.5.
Example: 1 • A square footing 2.5m x 2.5m is shown in the figure below. Determine the magnitude of the safe gross load (using MEYERHOF'S method and factor of safety of 3) that the footing can carry. 1m Bearing Capacity 1m y = 15kN/m³ c=0 = 35⁰ Yat=19kN/m²

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d 8.16 An irregularly shaped footing shown in the figure is loaded with 60 kN/m² uniform load on the ground. Compute the vertical stress increment under Point A at the depth z = 4 m. INTRODUC INT 5.0 m 5.0 m 15.0 m A 5.0 m r = 5.0 m