6:19 PMDoneGANTT CHARTCPM+BC0.00NK/SVo 4G+LTE 7115ХDEFG123Item No. Task.1CLEARING AND GRUBBING2.3LAYOUTTEMPORARY FACILITYSTRUCTURAL EXCAVATION HANDDurationProgress1100%6100%2100%3100%EMBANKMENT-MANUAL3100%2.3COMPACTING2100%113.1.1FOUNDATION FABRICATION OF STEEL BARS3100%123.1.2FORMWORKS5100%133.1.3FABRICATION OF STEEL BARS100%143.1.4FABRICATION OF STEEL BARS4100%153.1.5FORMWORKS SUSPENDED15100%163.1.6173.1.8CONCRETING-SUSPENDEDCONCRETING-GRADE12100%9100%183.1.9ERRECTION-LIGHT3100%193.1.10TRUSS FABRICATION4100%203.1.11TRUSS INSTALLATION3100%213.1.12PURLINS INSTALLATION3100%223.1.13STAIRS5100%23LAYING2100%244.2PLASTERING2100%255.1WOODEN DOORS11100%265.2GLASS WINDOWS14100%275.3FLOOR TILES14100%286PAINTING21100%297PLUMBING15100%308ELECTRICAL15100%313233343536use this format000START003738394041424344454647484950515253545556575859606162636465666768697071DOIIIBA✰OΔMerge

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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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OK, now we have to deal with the spoils. Assume the Finished Grade (FG) was level and all one elevation to start with (no slope). If the spoils could be placed on site, how close to the basement footprint could it be placed (tell me the distance 'X' shown in the image below)? If the soil report does not say otherwise, use the OSHA minimum offset. FG FG Low (-15) FG FG O 22'-6" O 17'-0" 15-0 O24'-6" i 7 Spoils
Please correct explain answer..
only HANDWRITTEN answer needed ( NOT TYPED)
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
D)
Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 6900 ft³ of compacted soil. The void ratio of the compacted fill is specified as 0.5. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft³ Borrow Pit A: void ratio= 0.91 and the unit cost = $9 /ft³ 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.95 and the unit cost = $ 11 /ft³ 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 1.05 and the unit cost = $8 /ft³ 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 0.65 and the unit cost = $ 10/ft³ 5. Calculate the total cost to pay to Pit…
A borrow site south of Harrisburg will be used to provide the material needed to construct 432,600 cy of embankment for the Harrisburg Expressway project. Soil testing has indicated the following unit weights: Bank - 102 pcf Loose - 85 pcf • Compacted - 118 pcf The contractor plans to use 14 cy on-highway dump trucks and has agreed with the owner of the borrow site property to a price of $1.25 per excavated cubic yard. 1. What is the cost of purchasing the borrow material? 2. How many truck loads must be hauled from the borrow site to the embankment site?
True or false Enly) A. The cast of soil investigations ranges from 5% to 15% of the total cost of implementing the project. B- The soil exploration program for any project is one of the Common factors that must be agreed upon between the owner, the implementing contractor, and the consultant, and the Consultant. c- The stage of collecting available information may require obtaining different information, such as geological map to delermine the layers of Soil deposits and the depth of the •Yock layer. D-The initial investigation stage begins with making anumber of probes and test pits that are distributed over the area of the project site.
Indicate the general advantages and disadvantages associated with hydraulic fill placement methods.
- Once answered correctly will UPVOTE!!

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