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... help with measuring and cutting, but let them put theirproject together without the pressure to make these measurements, or the placement of the photoor other objects, completely exact. Your child ... ratherkeep the photographs for an album or other use, perhaps you could make color copies for the child to use. You can also help your child gather souvenirs or other items to decorate the frame.Most ... way to travel. A loud bell clangs at the train crossings! The trainpulls into the station. Travelers wait to get on the train. A speaker in the station announces the trainsthat are ready to...

Tài liệu RESULTS BASED MANAGEMENT IN THE DEVELOPMENT CO-OPERATION AGENCIES: A REVIEW OF EXPERIENCE docx

... performance.35monitoring, to monitoring outputs and intermediate results in the middle years, and finally to the measurement of impact towards the end of the project cycle or ex post.Implementation monitoring ... contributing to the attainment of those above. Thus, inputs are used to undertake project activities (processes) that lead to the delivery of outputs, that lead to the attainment of the project ... and monitoring tool. The analytical structure of the logframe diagrams the causal means-ends relationships of how a project is expected to contribute to objectives. It is then possible to configure...

UNDER SECTIONS 318 AND 319 OF THE FAIR AND ACCURATE CREDIT TRANSACTIONS ACT OF 2003 docx

... 1991. Of these 111,770 applicants, a random sample of 15,703 credit applicants was selected for the study. The study then asked the CRAs to review the credit files of the individuals in the sample ... forwarded to the three major CRAs. The CRAs will review the complaints, correct the files if necessary, and report the results to the FTC.93 The FTC will continue these efforts to ensure that all of ... case, the potential harm to Kevin (or to Kendra, if she is the K. Smith applying for credit) depends on the actions of the user of the consumer report. If the user receives the wrong person’s file,...

Đề tài " The perimeter inequality under Steiner symmetrization: Cases of equality " docx

... view of these results and examples, the problem arises of finding min-imal additional assumptions to (1.6) ensuring the equivalence (up to transla-tions) of E and Es. These are elucidated in Theorem ... Hmstands for the outer m-dimensional Hausdorff measure. As-sumption (1.9), of geometric nature, turns out to be equivalent to the vanishing of the perimeter of Esrelative to cylinders, of zero Lebesgue ... R)=∂∗Es∩(B×R)dHn−1=Bdx(∂∗Es)xdH0(y)|νEsy(x,y)|(3.17)=GE∩Bdx(∂∗Es)xdH0(y)|νEsy(x,y)|=GE∩Bdx(∂∗Es)x1+n−1i=1νEsi(x,y)νEsy(x,y)2dH0(y),where the first equality is due to (2.9), the second to Theorem F (which wemay apply since we are assuming that B ⊂ GEs), the third to the fact thatLn−1(π(E)+\ GE) = 0, and the fourth to...

SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]

... etc. to establishstratification of the subsurface materials, the profile of the top of bedrock and bedrock quality, depth to groundwater, limits of types of soil deposits, the presence of voids, ... adistance of 1.0 to 1.5 times the height of the wall behind the wall spaced at 100 to 200 feet.Investigate to a depth below bottom of wallat least to a depth where stress increase due to estimated ... consistent with the development of the resistance factors for the method(s) provided in these specifications, and areapproved by the Owner. The development of the resistance factorsprovided in...

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS

... baseresistance in the overlying strong layer at a distance of 1.5B above the top of the weaker layer to the baseresistance of the weaker layer at the top of the weakerlayer.C10.8.3.5.3 The distance of 1.5B ... beendeveloped and must therefore be estimated by the 10-141either 2.0Dpabove the bottom of the base or over the depth of penetration of the drilled shaft in the foundingstratum. The value of Numay ... obtained from Equations 2 and3. Other values of may be used if based on the results of load tests. The depth of 5.0 FT at the top of the shaft mayneed to be increased if the drilled shaft is installedin...

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES

... the equations give depth to fixity from the ground line, the Engineer must determine the boundaryconditions at the top of the pile to determine the total unbraced length of the pile. If other loading orpile ... equal to the sum of the factored loads divided by the resistancefactor dyn. The nominal bearing resistance of the pile needed to resist the factored loads, includingdowndrag, is therefore ... pierconsisting of the piles and the block of soil within the area bounded by the piles.If the cap is not in firm contact with the groundand if the soil at the surface is soft, the individualresistance of...

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES

... the blow count over adepth range from the bottom of the footing to 1.5B below the bottom of the footing.B = footing width (FT)Cwq, Cw= correction factors to account for the location of ... horizontal component of loads exceed the morecritical of either the factored shear resistance of the soils or the factored shear resistance at the interface between the soil and the foundation.For ... methods based on the results of laboratory or insitu testing, or both. The soilparameters used in the computations should bechosen to reflect the loading history of the ground, the construction...

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS

... methods of exploration, such as SPT, CPT, etc. to establishstratification of the subsurface materials, the profile of the top of bedrock and bedrock quality, depth to groundwater, limits of types of ... this pressure is equal to applied load at top of the group divided by the area of the equivalent footing and does not include the weight of the piles or the soil between the piles (KSF) (10.7.2.3.3)qc= ... of rock. The rock should be classified using the rockmass rating system (RMR) as described in Table 1.For each of the five parameters in the table, the relative rating based on the ranges of...

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