A 11-in. square concrete pile is driven into a clay deposit as shown in the figure below. The unit weight of the clay soil is 100 lb/ft3. The embedded length of the pile is 40 ft. Determine the pile's design capacity (kips), using a factor of safety of 2. HINT: from Figure 10-7, with c = 1 kip/ft², a=0.83. Design = ? 40 ft Clay 9,- 2000 lb/m² → B, square Round your answer to ONE decimal place

A 11-in. square concrete pile is driven into a clay deposit as shown in the figure below. The unit weight of the clay soil is 100 lb/ft3. The embedded length of the pile is 40 ft. Determine the pile's design capacity (kips), using a factor of safety of 2. HINT: from Figure 10-7, with c = 1 kip/ft², a=0.83. Design = ? 40 ft Clay 9,- 2000 lb/m² → B, square Round your answer to ONE decimal place

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Note: If your answer other than given options please leave it question.
A concrete pile 0.133ft by 0.133ft in cross section is shown below. Pile length 10 m . Answer a) ii, iii, iv
Determine load carrying capacity of pile without considering critical depth concept. Diameter of pile 0.4 m.Ng =132 for o = 40° to m y 4.b Cot-opf "loose Sand K=1 = 21-15 From. 8a 19 Cu 20k Demse Sund 2 20 $=40° K=2 -I 30°
For the soil profile shown in figure below, the minimum number of precast concrete piles o 300 mm diameter required to safely carry the load for a given factor of safety of 2.5 (assuming100% efficiency for the pile group) is equal to 5000 KN 10 m Stiff clay Cu = 150 ka Medium stiff clay CU-100 kPa Q = 0.57
The sheet pile shown on the figure below is driven into a soil with a permeabilityk = 22 × 10-4 cm/s. Calculatea- the seepage loss per metre lengthb- the pore water pressure at the 12 points shown on the figure.
Please solve under Geotechnology II.
A timber pile of length 8m and diameter of 0.2m is driven with a 20 kN drop hammer, falling freely from a height of 1.5m. The total penetration of the pile in the last 5 blows is 40 mm. Use the engineering news record expression. Assume a factor of safety of 6 and empirical factor (allowing reducing in the theoretical set, due to energy losses) of 2.5 cm. The safe load carrying capacity of the pile
A concrete pile is 15 m long and has 406 mm diameter circular cross section. The pile is fully embedded in sand, for which the unit weight '( = 18 kN/m3 and the frictional angle 8 = 30°. i) Calculate the ultimate point load Qp ii) Determine the total frictional resistance Qs iii) Determine the total ultimate load ofthe pile.
63.A timber pile of length 8m and diameter of 0.2m is driven with a 20 kN drop hammer, falling freely from a height of 1.5m. The total penetration of the pile in the last 5 blows is 40 mm. Use the engineering news record expression. Assume a factor of safety of 6 and empirical factor (allowing reducing in the theoretical set, due to energy losses) of 2.5 cm. The safe load carrying capacity of the pile
Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 13 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.5 m. The standard penetration resistance near the vicinity of the pile is 17. Calculate the allowable bearing force (Qa) of the pile. Use FS = 2 and Briaud & Tucker method. Hint: Qa = Qu / FS Qa = KN
ge 4 Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 26 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.2 m. The standard penetration resistance near the vicinity of the pile is 17. Calculate the allowable bearing force (Qa) of the pile. Use FS = 3 and Briaud & Tucker method. Hint: Qa= Qu/FS Qa = kN S D F G H J Finish attempt... K
Determine the design capacity of the concrete pile shown in Figure 3 for a factor of safety of 2. 2 Design = ? |VIAYIAY/YIAVAVIAVA Groundwater Table 6 m Dense Sand 20 m y = 20.45 kN/m O = 37* K = 0.90 0.5 m Điameter