Find answers to the 2011 Level 1 Registration Structure Foundation course. Refer to it to see how th

Everyone's road is different, let your road go better, this column has sorted out the 2018 first-class registered structural engineer "basic knowledge" test questions selected five, I wish you a happy day!

2018 Class 1 Registered Structural Engineer "Basic Knowledge" test questions selected five

1.Goodwill rights, trademark rights, and know-how generally belong to (c).

a.Fixed assets bCurrent assets cIntangible assets dDeferred assets.

2.The net interest expenses and foreign currency exchange gains and losses incurred by the enterprise during the production and operation period belong to (c).

a.Manufacturing Expenses bAdministrative Expenses cFinance Costs dSelling expenses.

3.The depreciation and repair costs of fixed assets of the production unit belong to (b).

a.Operating costs bFixed costs cVariable costs dSemi-variable costs.

4.** is (d) used in the calculation of the gross output value of the enterprise

a.Market ** bShadow ** cCurrent ** dNo change**.

5.If the opening loan is P, the interest rate is I, and the same amount of funds A** is used at the end of each consecutive year for n years, then the formula for calculating ** is (C).

i,n) ,i,n) ,i,n) ,i,n).

6.The composite index, which reflects the benefits and labour consumption of technical solutions, excludes (d).

a.Labor productivity bProfitability of fixed assets cEquipment utilization dOutput.

7.The return on investment is (b).

a.Ratio of annual sales revenue to total program investment bThe ratio of annual net income to total investment.

c.Ratio of annual sales revenue to investment in fixed assets of the program dThe ratio of annual net income to investment in fixed assets of the program.

8.The value calculated at a specific time is called (a).

a.Present value bFuture value cAnnual value dAnnuity.

9.Common methods of probabilistic analysis for decision-making are (c).

a.Decision Benefit Analysis and Trend Analysis BDecision tree method and trend analysis method.

c.Decision Benefit Statement Method and Decision Tree Method DLeast Squares and Interpolation.

10.Among the following indicators, the static indicator used to analyze the profitability of the project is (b).

a.Debt-to-asset ratio bProfit on capital cFinancial Net Present Value dFinancial internal rate of return.

11.The core of the feasibility study of the project is (d).

Shoot stuffy aSocial evaluation bFinancial evaluation cEvaluation of the National Economy dEconomic evaluation.

12.The content of the market** work: collect and analyze data; Clarify the best goals; Establish the best model; Select the ** method; Evaluate the results of the corrections. The correct arrangement of the programs is (b).

a.①→b.②→c.①→d.②→

2018 Level 1 Registered Structural Engineer Basic Knowledge Exam Question 6

11.When the capillary water rises, what kind of force does the water suffer from? (c )

a) gravitational action of the electric field of clay particles; (b) The effect of pore water pressure difference.

c) Surface tension at the interface between water and air.

12.The range of plasticity of soil is related to the specific surface size, and the following statement is correct (a).

a) The specific surface of clay is larger than that of sand, so the plasticity range is large.

b) The specific surface of clay is smaller than that of sand, so the plasticity range is large.

c) The specific surface of clay is similar to that of sand, and the particles are fine, so the plasticity range is large.

13.Among the following clay minerals, the most hydrophilic is (c).

a) kaolinite; (b) Irrig Stone; (c) montmorillonite; (d) Calcite.

14.Soil with better sorting and roundness is (d).

a) residual soil; (b) sloping soil; (c) Flooded soil; (d) Alluvial soils.

15.The geological action of rain and snow flow slowly washes and erodes the weathering products of the rocks at high places, gradually moves down the slope, and deposits them at the foot of the gentle slope, and the soil formed by this transportation and accumulation method is called (d).

a) residual soil (b) slope soil (c) flood soil (d) alluvial soil.

16.The capillary water rise height is determined by the soil particle size, which of the following soil capillary water rise height is the largest (b).

a) cohesive soil; (b) silt; (c) Sand.

17.The liquid limit of soil refers to the moisture content of soil when it enters the flow state, which of the following statements is true? ( c)

a) The maximum moisture content of natural soil does not exceed the liquid limit.

b) The liquid limit must be the saturated moisture content of the natural soil.

c) The moisture content of natural soil can exceed the liquid limit, so the liquid limit is not necessarily the saturated moisture content of natural soil.

18.The most important influence on the properties of cohesive soil is (c) in the soil.

a) Strongly bound water; (b) weakly bound water; (c) free water; (d) Capillary water.

19.Knowing the density of a certain soil = , the relative density of soil particles ds = and the moisture content of the soil w = , then the volume of the gas phase in each cubic of soil is (c).

a) (b) (c) (d)

20.Among the three-phase ratio index of soil, (b) is determined directly by laboratory test.

a)ds，w,e; (b) ds，w, ρc) ds，e, ρd) ρw, e。

Li Grip2018 Level 1 Registered Structural Engineer Basic Knowledge Exam Question 5

1.As the soil material of the filling project, the relationship between the compaction effect and the inhomogeneity coefficient cu: (a).

a) Cu is better than Cu small, (b) Cu is smaller than Cu, and (c) Cu has nothing to do with compaction effect.

2.If the natural porosity ratio of the sand is known to be e=, the maximum porosity emax=, and the minimum porosity emin=, the sand is in the state of (a).

a) dense (b) medium dense (c) loose (d) slightly dense.

3.Which test method is generally used to determine the compactness of sand in its natural state (c).

a) load test; (b) cross plate shear test; (c) standard penetration test; (d) Lightweight penetration test.

4.A slightly wet sand pile can keep the vertical steep wall up to a height of tens of centimeters without collapsing, because of the presence of (d).

a) tensile force; (b) buoyancy; (c) gravity; (d) Capillary cohesion.

5.There are several kinds of cohesive soils, their liquid limit WL is the same, but the plastic index IP of the car wheel is different, and the larger the IP, how is the permeability of the soil different (C).

a) Increased water permeability; (b) No change in water permeability; (c) Reduced water permeability.

6.If a 1 cm3 cube particle is divided into many cube particles at the edges, the specific surface becomes (b).

a)6×102cm2; (b) 6×104cm-1; (c) 6×104。

7.The particle size and gradation are usually represented by the particle gradation curve, and the flatter the particle gradation curve of the soil, the more (c).

a) The size of the soil particles is uniform and the gradation is good; (b) Uneven soil particle size and poor gradation; (c) The size of the soil particles is uneven and the gradation is good.

8.D60=,D10=,D10=,D10=,D10=,D60=,D10=D10=D10=D10=D10=D10=D10=D60=D10=D60=D10=D60=D10=D60=D60=D1

a); b)4167; (c); d)。

9.The greater the plasticity index of cohesive soil, the greater the (b) of the soil.

a) the greater the water content; (b) the higher the clay content;

Disturbance letter (c) the higher the powder content; (d) The higher the WP.

10.In engineering, for the soil whose particle size is greater than and less than that of soil respectively, the particle gradation test method used is (c).

a) All are sieving methods; (b) all moisture methods; (c) The former is the sieving method, and the latter is the moisture method.