7.6 A dozer with as S-blade has pushed a normal load onto a level area. The height of this load measured at the inside edge of each track was 7 ft and 7.4 ft. The width of the load at the inside edge of each track was 8.1 ft and 8.4 ft. The greatest length of the pile was 16 ft. What is the capacity of the blade?

7.6 A dozer with as S-blade has pushed a normal load onto a level area. The height of this load measured at the inside edge of each track was 7 ft and 7.4 ft. The width of the load at the inside edge of each track was 8.1 ft and 8.4 ft. The greatest length of the pile was 16 ft. What is the capacity of the blade?

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

both surface 5- When we classify the piles in accordance to the type of loading, then we may call it as: *End bearing pile *Friction pile *Axial or lateral pile *Driven cast-in-situ piles
2. Two cylindrical steel piles (P1 and P2) are to be driven along the shore. Two total stations were set up at TS3 and TS4 respectively to guide pile driving of the two piles. TS1 and TS2 were observed from both instrument and the following data were recorded (refer from the figure below). The distances from both instrument to the pile locations were also measured. a. Determine the coordinates of TS3. b. Determine the coordinates of TS4. c. Determine the coordinates of P1 d. Determine the bearing from P1toP2. N=8415.591 E=3414.175 1975.655m ATS3 39°11'59", 1451 931m 3005.480m. 22 N=6523.709 1677.062m 54 2247.900m E=3021.832 2094.66 1m 45°20'18" 1994.379m 2702.590m
A 16 in diameter, 75 ft long drilled displacement pile is made of grout with f'c = 5,000 lb/in2. A steel ratio of 0.04 is to be used in the upper 30 ft, and a steel ratio of 0.001 for the remainder of the pile. Compute the modulus of elasticity for the upper and lower portions of this pile.
A HP 13x100 steel pile of length 40 feet is driven with a hammer of rated energy 30 kip-ft, weight 12 kips. A. Use the Gates method to determine refusal criterion if the ultimate pile capacity is to be 600 kips. B. Will the pile survive during installation?
The ultimate load capacity of a 12 m long concrete pile of square cross section 600 mm x 600 mm driven into a homogeneous clay layer having undrained cohesion value of 50 kPa is 900 KN. If the cross-section of the pile is reduced to 400 mm x 400 mm and the length of the pile is increased to 20 m, the ultimate load carrying capacity will be
A concrete pile group 3x3 with spacing of 0.6m is used to support a wind turbine in a sand deposit. Individual pile diameter = 0.3 m and length=6m. A. If the allowable (working) lateral capacity for a single pile is 95 kN, what is the maximum allowable lateral deflection for each pile? B. Is the lateral deflection acceptable? Explain your answer in 1-2 sentences.
None
The nominal downward load capacity of jacked piles is often greater than the jacking force. Describe (a) a situation in which this difference would likely be very large, and (b) a situation where this difference would be comparatively small. Explain the reasoning behind your examples.
A square prestressed concrete pile with a 14 inch side is to be driven to the necessary depth. It needs to be able to support 105 kips. It has been determined that the point resistance qp is 120 ksf and the side friction fs is 450 psf. Use formula 12.2 (see attached image) to estimate how long the pile needs to be with a factor of safety of at least 2.5. Round your answer to a multiple of 5 feet. Use L as a variable to calculate the load in formula 12.2. L can be obtained from this equation.
Please solve and mention answer
Piles