A BPO will be built in a reclaimed area inCebu City. Concrete piles will be used as itsfoundation with details and plans as follows:12 e e t田田田田田田田田田田田田C-1C-2田田田田田田FOUNDATION PLANNGL• NGC-25750 mm2250 mm2000 mm2250 mm10350 mmELEVATIONConcrete Piles - 450 x 450 mmC-1 - 1800 x 2000 mmC-2 - 1600 x 2000 mmThere 6 identical footings.Determine the total volume of embankment.田田田田田田

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A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 25 215 115 11 H Life EB NGL 63 C-1 03 EB 2250 mm E E B 69 2000 mm 63 A -10 EB B 89 83 B C-2 2250 ELEVATION Concrete Piles - 450 x 450 mm 田 E FOUNDATION PLAN 69 B # -250 NGL 5750 mm 10350 mm

A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 25 215 115 11 H Life EB NGL 63 C-1 03 EB 2250 mm E E B 69 2000 mm 63 A -10 EB B 89 83 B C-2 2250 ELEVATION Concrete Piles - 450 x 450 mm 田 E FOUNDATION PLAN 69 B # -250 NGL 5750 mm 10350 mm

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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A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 田田田田田田田曲田田田田田田田田田 C-2 田田田 FOUNDATION PLAN • NGL C-2 5750mm 1250 mm 2000 m 2250 mm 2010 mm ELEVATION Concrete Piles - 450 x 450 mm C-1 - 1800 x 2000 mm C-2 - 1600 x 2000 mm There 6 identical footings. Determine the minimum testing requirements for embankment. 田田田田田田

Determine the consolidation settlement of piles group shown below. Sand y = 105 lb/ft³ Groundwater table 45 ft 2V:1H Clay Clay (not to scale) 30 ft Q₂ = 500 Kip di A A0(2) x 3 ft 27 ft 21 ft (3 40(3) 2V:IH 6 ft Cay Ysat = 115 lb/ft³ 48 ft = 0.82 C₁ = 0.3 Ysat = 120 lb/ft³ € = 0.7 12 ft C = 0.2 Rock Pile group: L = 9 ft: B,= 6 ft Ysat = 122 lb/ft³ 6te = 0.75 C₂ = 0.25
A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 125 12e 田田田田田田田田田田 C-1 C-2 田田田田 FOUNDATION PLAN NGL C-1 C-2 5750mm 2000 mm 22s0 mem 10110 mm ELEVATION Concrete Piles - 450 x 450 mm C-1 - 1800 x 2000 mm C-2- 1600 x 2000 mm There 6 identical footings. Determine the total volume of concrete embedded. 田田田田 -田田田田田田田田
A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: e -25- 田田田田田田田田田 C-1 C-2 田田田 FOUNDATION PLAN • NGL NGL C-1 C-2 S750 mm 2250 mm 2000 mm 2250 mm ELEVATION Concrete Piles - 450 x 450 mm C-1- 1800 x 2000 mm C-2 -1600 x 2000 mm There 6 identical footings. Determine the total volume of disposal. 田田田田田田田田田

A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 125 田田田田田田田田田田田田田 C-1 C-2 田田田田 FOUNDATION PLAN NGL C-1 C-2 S70 mm 2250 mm 2000 mm 22no mm jaso mm ELEVATION Concrete Piles - 450 x 450 mm C-1- 1800 x 2000 mm C-2-1600 x 2000 mm There 6 identical footings. 田田

Define H -piles
A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 12 1 n 由田田田田田田田田田田 C-2 田田 FOUNDATION PLAN • NG C-2 5750 mm 2250 mm 2000 mm 250 mm 10350 mm ELEVATION Concrete Piles - 450 x 450 mm C-1 - 1800 x 2000 mm C-2 - 1600 x 2000 mm There 6 identical footings. Determine the minimum testing requirements for excavation. 田田田田田田田

State the different types of piles according to its function and construction?
Q # 2. Discuss in your own words with the help of diagram, the load transfer mechanism in skin resistance-end bearing piles. Subject is Geotechnical design Plz solve it
Explain in your words the following : Pile Cap and Settlement of pile group in clay
A 24 inch square prestressed concrete pile is to be driven to a depth of 68 ft into the following soil profile: Undrained Shear Strength, S (lb/ft²) 1000 1300 2000 2500 Soil Classification Silty clay ITT Clayey silt Clay Clay Depth (ft) 0-10 10-32 32-40 40-70 Unit Weight, y (lb/ft³) 110 118 116 119 The groundwater table is at a depth of 5 ft. Make layers with 8 or 10 ft. Using the alpha model with a factor of safety of 3.0, compute the ASD allowable downward load capacity, Pa.
Which advantages fall under which type of pile? Please answer this asap. For upvote. Thank you very much