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73. . The item of work which very difficult to measure or assess during its execution is technically termed as _____.
Anonymous Quiz
32%
(a) Miscellaneous item
26%
(b) Indeterminable item
35%
(c) Lump-sum item
6%
(d) Supplementary item
๐Ÿฅฐ8โค2
71. If aggregates completely pass through a sieve of size 70 mm and retained on a sieve size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than _____.
Anonymous Quiz
18%
(a) 127 mm
29%
(b) 39 mm
21%
(c) 117 mm
33%
(d) 49 mm
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65. R.L. of point 'A' is 50 m and R.L. of point 'B' is 46.655 m. The distance between AB is 150 m. The gradient of line AB is
Anonymous Quiz
20%
(a) 1 in 67.26 (Rising)
51%
(b) 1 in 44.84 (Falling)
17%
(c) 1 in 30.00 (Rising)
12%
(d) 1 in 30.00 (Falling)
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63. If the reduced level of a benchmark is 101.00 m. The back sight reading is 1.215 m and the fore sight is 1.810 m, the reduced level of the forward station is
Anonymous Quiz
44%
100.405 m
30%
104.025 m
9%
104305 m
17%
99.605 m
๐Ÿ‘7โค5
66. The process of mixing, transporting, placing and compacting concrete using Ordinary Portland cement should not take more than how much time?
Anonymous Quiz
65%
30 min
16%
40 min
13%
75 min
6%
none of the above
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๐Ÿ“Œ What Is Traffic Engineering?

โ€ข  A branch of civil engineering that deals with the safe, efficient movement of people and goods on roadways.
โ€ข  Focuses on road design, traffic flow, signs & signals, and control systems.
โ€ข  In Ethiopia, it's guided by ERA manuals and urban traffic policies.

๐Ÿ“Œ Core Objectives

โ€ข  Balance mobility and safety for drivers, cyclists, and pedestrians.
โ€ข  Minimize congestion, delays, accidents, and environmental impacts.
โ€ข  Optimize intersection design, signal timing, and vehicle capacity.

๐Ÿ“Œ Key Elements of Traffic Engineering

โ€ข  Traffic Flow: Measured using volume, speed, and density (fundamental diagram).
โ€ข  Control Devices:
โ€ƒโ€ƒ- Signs (regulatory, warning, guide)
โ€ƒโ€ƒ- Signals (traffic lights)
โ€ƒโ€ƒ- Markings (lanes, arrows, zebra crossings)
โ€ข Traffic Studies:
โ€ƒโ€ƒ- Volume counts
โ€ƒโ€ƒ- Speed studies
โ€ƒโ€ƒ- Origin-destination surveys
โ€ƒโ€ƒ- Parking & accident analysis

๐Ÿ“Œ Intersection & Signal Design

โ€ข Controlled using STOP/SLOW signs or traffic lights, based on flow volume.
โ€ข Signal timing must consider pedestrian crossing, peak hours, and turning movement.
โ€ข Ethiopia uses manuals from ERA and local authorities like AACRA for design specs.

๐Ÿ“Œ Challenges in Ethiopia

โ€ข Narrow roads, poor signage, and weak enforcement affect safety.
โ€ข High pedestrian volume in Addis Ababa requires integrated planning.
โ€ข Informal public transport (minibus taxis) causes unpredictable traffic flow.

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๐Ÿ‘‰แ‹จแ‰ฃแˆญแˆดแˆŽแŠ“ แˆตแ‰ณแ‹ฒแ‹จแˆ "แŠ‘ แŠซแˆแ•" แŠฅแ‹จแ‰ฐแŠซแˆ„แ‹ฐแˆˆแ‰ต แ‰ฃแˆˆแ‹ แˆ˜แŒ แŠ• แˆฐแŠ แ‹•แ‹ตแˆณแ‰ต แŠฅแŠ“ แ‹จแˆ›แˆตแ‹แŠแ‹ซ แ•แˆฎแŒ€แŠญแ‰ต แ‹จแˆšแ‹ญแ‹˜แ‹ แ‹จแ‰ฐแˆ˜แˆแŠซแ‰ฝ แ‰ฅแ‹›แ‰ต 105 แˆบแˆ… แ‹ญแ‹ฐแˆญแˆณแˆแข

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โค8๐Ÿ‘7๐Ÿ‘4
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

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"Purpose of Stirrups during construction?" ๐Ÿ‘‡

@etconp
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Ethio Construction Engineering
"Purpose of Stirrups during construction?" ๐Ÿ‘‡ @etconp
๐Ÿ‘‰This image explains the "Purpose of Stirrups during construction?" in the context of reinforced concrete beams, specifically by illustrating two common types of failure in beams:  Failure and Shear Failure. Stirrups are crucial for preventing the latter.

๐ŸทLet's break down each part:

๐Ÿ“œOverall Context:

โบThe image focuses on a beam supported by two columns, a common structural element in buildings.

โบThe text aims to explain why steel stirrups (small, closed loops of rebar) are incorporated into concrete beams.

๐ŸšงPart (a): Flexure Failure

* Illustration: Shows a beam bending significantly downwards in the middle, creating a curved shape.
    * "Beam" is labeled, indicating the horizontal structural member.
    * "Column" are the vertical supports at each end.
    * The bottom face of the beam is depicted with a mesh-like pattern, and small vertical lines extend upwards, representing cracks.
* Description: "Bottom face stretches in tension and vertical cracks develop."
    * When a beam is subjected to a load (e.g., from above), its top face is compressed (in compression), and its bottom face is stretched (in tension).
    * Concrete is very strong in compression but weak in tension. Therefore, as the bottom face stretches, it cracks vertically.
    * The "Flexure Failure" label highlights that this type of failure is due to bending moments.
* Relevance to Stirrups: While longitudinal (horizontal) rebar at the bottom of the beam is primarily designed to resist these tensile forces and prevent flexure failure, stirrups play a secondary role in maintaining the integrity of the concrete cover around this rebar, especially after significant cracking. However, their main purpose is not primarily for flexural strength.

๐ŸšงPart (b): Shear Failure

* Illustration: Shows a beam near one of its supporting columns.
    * A prominent "Inclined crack" is visible, typically forming at an angle of approximately 45ยฐ to the beam's longitudinal axis. This crack starts near the column and propagates upwards and inwards.
* Description: "Shear Failure"
    * Shear forces are concentrated near the supports of a beam. These forces tend to cause one part of the beam to slide past another.
    * Concrete's weakness in tension also makes it susceptible to diagonal tension stresses caused by shear forces. When these stresses exceed the concrete's tensile strength, inclined cracks form.
    * These inclined cracks are characteristic of shear failure and can lead to a sudden and brittle collapse of the beam if not properly reinforced.

โญ๏ธPurpose of Stirrups (Implicit in the explanation):

    * The smaller diagram on the left shows a multi-story building frame with a highlighted area indicating a beam-column joint. An arrow points to the beam, suggesting that the integrity of these connections is crucial.
    * Stirrups (also known as shear reinforcement or ties) are typically vertical or U-shaped closed loops of rebar placed perpendicularly to the main longitudinal rebar within the concrete beam.
    * Their primary purpose is to resist the diagonal tension stresses that cause shear cracks. They "tie" the concrete together, preventing the inclined cracks from widening and leading to failure.

โบBy providing a tension resistance in the direction perpendicular to the inclined crack, stirrups help the beam withstand shear forces.
    * Without adequate stirrups, shear failure can be sudden and catastrophic, making them essential for the safety and ductility of reinforced concrete structures.

๐Ÿ“œIn summary, the image effectively conveys that while longitudinal rebar addresses flexural (bending) stresses, it is the stirrups that are critical for resisting shear stresses and preventing brittle shear failure in concrete beams, particularly near their supports where shear forces are highest.

@etconp
โค18
๐Ÿ‘‰แ‹จแ‰ฅแˆจแ‰ต แˆฅแˆซ (rebar work) แˆ‹แ‹ญ แˆ›แ‹ˆแ‰… แŠซแˆ‰แ‰ฃแ‰ฝแˆ แАแŒˆแˆฎแ‰ฝ แ‰ แŒฅแ‰‚แ‰ฑ

๐Ÿ’ซMain bars แ‰ แ‹‹แŠ“แАแ‰ต  แ‹จแˆšแˆ˜แŒฃแ‹แŠ• แ‰ดแŠ•แˆณแ‹ญแˆ แˆตแ‰ตแˆจแˆต แ‹จแˆšแˆธแŠจแˆ™ แˆฒแˆ†แŠ•
Distribution bars แ‹ฐแŒแˆž main bar' แŠฆแ‰ฝแŠ• แ‰ แ‰ฆแ‰ณแ‰ธแ‹ แŠ แˆตแˆฎ แˆ˜แ‹ซแ‹ แŠฅแŠ“ แˆตแŠ•แŒฅแ‰…แŠ•(crack) แˆ˜แŠจแˆ‹แŠจแˆ แАแ‹‰ แŠฅแŠ“แˆ แˆณแ‹ญแ‹›แ‰ธแ‹ แŠจmain bars แ‹ซแŠ•แˆณแˆ::

โœ…Negative bars แ‹ฐแŒแˆž slab/beam แˆ‹แ‹ญ แ‹จแˆšแˆ˜แŒฃแ‹แŠ• negative bending moment แŠฅแŠ•แ‹ฒแˆธแŠจแˆ™ แ‹จแˆšแŒˆแ‰ก แŠ“แ‰ธแ‹::

โบแ‹จแˆšแŒˆแ‰กแ‰ตแˆ support แˆ‹แ‹ญ แАแ‹‰:: แˆˆ slab แŠฅแŠ“ แˆˆ beam แŠจแˆ‹แ‹ญ (Top) แˆฒแˆ†แŠ• แˆˆ mat slab แ‹ฐแŒแˆž แŠจแˆตแˆญ (bottom) แˆ‹แ‹ญ แАแ‹‰ แˆšแ‰€แˆ˜แŒกแ‰ต::

โœณ๏ธแˆŒแˆ‹แŠ›แ‹ แАแŒˆแˆญ top แ‰ฅแˆจแ‰ต span แˆ‹แ‹ญ bottom แ‰ฅแˆจแ‰ต แ‹ฐแŒแˆž support แˆ‹แ‹ญ  lap แ‹ซแ‹ฐแˆญแŒ‹แˆ‰::

โœณ๏ธLap length แˆˆvertical member (แˆแŠญ แŠฅแŠ•แ‹ฐ column แŠฅแŠ“ shear wall) 50*D (diameter of bar) แŠฅแŠ“ แˆˆhorizontal member (slab แŠฅแŠ“ beam) แ‹ฐแŒแˆž 40*D (diameter of bar) แАแ‹‰::

๐ŸทแŒ แ‰ƒแˆš แˆ†แŠ– แŠซแŒˆแŠ™แ‰ต share แ‹ซแ‹ตแˆญแŒ‰ ๐Ÿ‘‡

https://t.me/ETCONpWORK

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โค26๐Ÿ‘2
Ethio Construction Engineering
๐Ÿ‘‰Program Evaluation and Review Technique (PERT) ๐Ÿ” What is PERT? โบThe Program Evaluation and Review Technique (PERT) is a project scheduling method that helps managers handle uncertainty in estimating task durations. โบIt was developed by the U.S. Navy inโ€ฆ
๐Ÿ‘‰แŠจแ‰ฃแˆˆแˆแ‹ แ‹จแ‰€แŒ แˆˆ

โญ๏ธLine of Balance (LOB):

โบImagine youโ€™re building a 20story hotel, and every floor needs the same work: plumbing, electrical, drywall, painting, etc. Now, if all your teams (electricians, plumbers, painters) are moving at different speeds or bunching up on the same floorsโ€”chaos!

โบLine of Balance helps you avoid that by creating a flow of work across the floors (or units). Itโ€™s like setting up a schedule for each crew to move from one floor to the next at a steady paceโ€”without stepping on each otherโ€™s toes.

๐Ÿ’ซWhat it looks like:

โœ…You use a graph where the X-axis is time and the Y-axis is floor or unit number.
โœ…Each trade's progress is drawn as a line, and if the lines donโ€™t intersect or overlap, you're golden.
โœ…If one team is faster or slower than the others, the lines crossโ€”meaning delays or conflicts.

๐Ÿ’ซWhy itโ€™s useful:

๐ŸŒŸKeeps trades moving efficiently.
๐ŸŒŸCuts down waiting time and site crowding.
๐ŸŒŸGreat for repetitive workโ€”like sections in transport,communication and electric lines,floors in a tower or units in a housing complex.

๐Ÿ”ฐCritical Chain Method (CCM):

โบItโ€™s like building with real-life delays in mind We all know that in construction, things rarely go exactly as planned. Weather, labor issues, or materials arriving late can throw off even the best schedule.

โบThe Critical Chain Method helps deal with this by focusing not just on the order of tasks, but also on resource availability and realistic buffersโ€”time cushions built into the plan.

๐Ÿทhow it works

โœ…First, plan out your project like normal (the critical path).
โœ…Then, check for resource overallocation โ€”like needing the same crew on two tasks at once.
โœ…Rearrange things to avoid overloading anyone. This gives you your โ€œcritical chain.โ€
โœ…Then, strip out the extra padding people normally add to each task.
โœ…Instead, add buffer time at the end or between task groups to absorb delays where it matters most.

๐Ÿ’ซWhy it's useful:

๐ŸŒŸPrevents workers from being pulled in too many directions.
๐ŸŒŸStops people from โ€œpaddingโ€ their tasks with unnecessary time.
๐ŸŒŸHelps you monitor how delays affect the overall scheduleโ€”you track buffer usage, not just deadlines.

@etconp
โค14
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๐Ÿ‘‰Statically Determinate vs Indeterminate Structures

๐Ÿ“Œ Statically Determinate Structures

โ€ข A structure is statically determinate if all internal forces and reactions can be found using only the three equations of equilibrium.
โ€ข These structures are simpler to analyze and often used for small spans or basic bridges.
โ€ข They become unstable if any member or support is removed.
โ€ข Common examples include simply supported beams and pin-jointed trusses.
โ€ข In Ethiopia, rural pedestrian bridges often use determinate truss systems for easy maintenance.

๐Ÿ“Œ Statically Indeterminate Structures

โ€ข A structure is statically indeterminate if the equilibrium equations are not enough to find all internal forces.
โ€ข These require additional compatibility conditions and material properties for analysis.
โ€ข They provide better performance in terms of load redistribution and stiffness.
โ€ข Examples include continuous beams, fixed-end frames, and rigid multi-story frames.
โ€ข ERA and EBCS recommend indeterminate designs for urban flyovers and seismic-prone buildings in Addis Ababa.

๐Ÿ“Œ Key Differences

โ€ข Determinate: Easier to analyze and cheaper to build but less safe under unexpected loads.
โ€ข Indeterminate: Harder to analyze but stronger, stiffer and safer under variable conditions.
โ€ข Design choice depends on safety, economy and expected structural behavior.

๐Ÿ“Œ How to Classify a Structure as Determinate or Indeterminate

1. Count the Unknowns (Reactions + Internal Forces)
โ€ข Identify all support reactions and internal forces (like axial force, shear, and moment).

โ€ข External reactions depend on support types:
โ€ƒโ€ƒ๐Ÿงฑ Hinge = 2 reactions, Roller = 1 reaction, Fixed = 3 reactions.

2. Apply the Equilibrium Equations


โ€ข In 2D structures:
โ€ƒโ€ƒฮฃFx = 0โ€ƒโ€ƒฮฃFy = 0โ€ƒโ€ƒฮฃM = 0 (Only 3 equations total)
โ€ข In 3D structures:
โ€ƒโ€ƒฮฃFx = 0โ€ƒโ€ƒฮฃFy = 0โ€ƒโ€ƒฮฃFz = 0โ€ƒโ€ƒฮฃMx = 0โ€ƒโ€ƒฮฃMy = 0โ€ƒโ€ƒฮฃMz = 0 (6 equations total)

3. Compare the Number of Equations and Unknowns

โ€ข If the number of unknowns = number of equations โ†’ Statically Determinate
โ€ข If unknowns > equations โ†’ Statically Indeterminate
โ€ข If unknowns < equations โ†’ Unstable (Mechanism)

4. Special Case for Trusses

โ€ข Use: m + r = 2j
โ€ƒโ€ƒ๐Ÿงฐ m = members,โ€ƒr = reactions,โ€ƒj = joints
โ€ข If the equation balances โ†’ Determinate Truss
โ€ข If left side > right side โ†’ Indeterminate
โ€ข If left side < right side โ†’ Unstable Truss

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โค14๐Ÿ‘6๐Ÿฅฐ1
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โค2
Federal Government Owned Enterprises_1070_2017.pdf
3 MB
๐Ÿ‘‰แ‹จแŒแ‹ฐแˆซแˆ แˆ˜แŠ•แŒแˆตแ‰ต แ‹จแˆแˆ›แ‰ต แ‹ตแˆญแŒ…แ‰ถแ‰ฝแŠ• แ‹จแŒแ‹ฅ แŠ แˆแƒแ€แˆ แˆ˜แˆ˜แˆชแ‹ซ (1070/2017)

๐ŸšจแŒˆแŠ•แ‹˜แ‰ฅ แˆšแŠ’แˆตแ‰ดแˆญ แ‰ แŒแ‹ฐแˆซแˆ แˆ˜แŠ•แŒแˆตแ‰ต แ‰ฃแ‰คแ‰ตแАแ‰ต แ‹จแ‰ฐแ‹ซแ‹™ แ‹จแˆ˜แŠ•แŒแˆตแ‰ต แ‹จแˆแˆ›แ‰ต แ‹ตแˆญแŒ…แ‰ถแ‰ฝแŠ• แ‹จแŒแ‹ฅ  แˆ˜แˆ˜แˆชแ‹ซ แ‹›แˆฌ แ‹ญแ‹ แŠ แ‹ตแˆญแŒ“แˆแข

๐Ÿšจแ‹ญแˆ… แ‹จแŒแ‹ฅ แˆ˜แˆ˜แˆชแ‹ซ (1070/2017) แŠจแ‹šแˆ… แ‰€แ‹ฐแˆ  แ‹จแˆ˜แŠ•แŒแˆฅแ‰ต แ‹จแˆแˆ›แ‰ต แ‹ตแˆญแŒ…แ‰ถแ‰ฝ แ‰ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆฎแ‰ฝ แ‰ฆแˆญแ‹ต แ‰ แˆ›แŒธแ‹ฐแ‰… แˆฒแŒ แ‰€แˆ™แ‰ แ‰ต แ‹จแАแ‰ แˆจแ‹ แ‹จแŒแ‹ฅ แŠ แˆแŒปแŒธแˆ แˆ˜แˆ˜แˆชแ‹ซ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ  แŠญแแ‰ฐแ‰ถแ‰ฝ แ‹ซแˆˆแ‰ แ‰ต แŠจแˆ˜แˆ†แŠ‘แˆ แ‰ แ‰ฐแŒจแˆ›แˆช แ‹จแ‰ฐแˆˆแ‹ซแ‹จ  แ‹ญแ‹˜แ‰ต แ‹ซแˆˆแ‹ แ‰ แˆ˜แˆ†แŠ‘ แ‹ตแˆญแŒ…แ‰ถแ‰น แ‹จแ‰ฐแˆปแˆปแˆˆ แŠฅแŠ“ แ‹ˆแŒฅ แ‹จแˆ†แА แ‹จแŒแ‹ฅ แŠ แˆแŒปแŒธแˆ แˆ˜แˆ˜แˆชแ‹ซ แŠฅแŠ•แ‹ฒแŠ–แˆซแ‰ธแ‹ แˆˆแˆ›แ‹ตแˆจแŒ แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แˆ˜แˆ†แŠ‘แŠ• แ‰ แˆ˜แŒแ‰ขแ‹ซแ‹ แˆ‹แ‹ญ แ‰ฐแŒˆแˆแŒฟแˆแข

๐Ÿšจแ‰ แ‹šแˆ… แ‹“แˆ˜แ‰ต แŠ แ‹ฒแˆฑ แ‹จแŒแ‹ฐแˆซแˆ แˆ˜แŠ•แŒแˆตแ‰ต แŒแ‹ฅ แŠฅแŠ“ แŠ•แ‰ฅแˆจแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แŠ แ‹‹แŒ… 1333/2016 แ‹ญแ‹ แŠจแˆ†แА แ‰ แŠ‹แˆ‹ แ‹ญแˆ… แ‹จแŒแ‹ฐแˆซแˆ แˆแˆ›แ‰ต แ‹ตแˆญแŒ…แ‰ถแ‰ฝ แ‹จแŒแ‹ฅ แˆ˜แˆ˜แˆชแ‹ซ แŠ แ‹‹แŒแŠ• แˆ˜แˆฐแˆจแ‰ต แŠ แ‹ตแˆญแŒŽ แ‹จแ‹ˆแŒฃ แˆถแˆตแ‰ฐแŠ›แ‹ แ‹จแŒแ‹ฅ แŠ แˆแŒปแŒธแˆ แˆ˜แˆ˜แˆชแ‹ซ แАแ‹แข

๐Ÿ‘†แ‹จแŒแ‹ฅ แˆ˜แˆ˜แˆชแ‹ซแ‹แŠ• แŠ แ‹ซแ‹ญแ‹˜แŠ•แˆ‹แ‰ฝแŠ‹แˆ!

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๐Ÿ‘‰แ‰ แˆ˜แ‹ฒแŠ“แ‹‹ แ‹จแˆ…แŠ•แŒปแ‹Žแ‰ฝแŠ• แ‹จแ‰ณแ‰ฝแŠ›แ‹ แ‹ˆแˆˆแˆ แˆˆแˆŒแˆ‹ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠ แ‹แˆˆแ‹ แ‹จแ‰ฐแŒˆแŠ™ 1 แˆบ 210 แ‹จแˆ…แŠ•แŒป แ‰ฃแˆˆแ‰คแ‰ถแ‰ฝ แˆ…แŒแŠ• แ‰ฐแŠจแ‰ตแˆˆแ‹ แŠฅแŠ•แ‹ฒแˆฐแˆฉ แˆ˜แ‹ฐแˆจแŒ‰ แ‰ฐแŒˆแˆˆแŒธ

๐Ÿ’ซแ‰ แŠจแ‰ฐแˆ›แ‹‹ แ‹จแˆšแŒˆแАแ‰ก แˆ…แŠ•แƒแ‹Žแ‰ฝแŠ• แ‹จแ‰ณแ‰ฝแŠ›แ‹ แ‹ˆแˆˆแˆ แˆˆแˆ˜แŠชแŠ“ แ–แˆญแŠชแŠ•แŒ แŠฅแŠ•แ‹ฒแ‹ซแ‹แˆ‰ แ‹จแˆšแ‹ซแˆตแŒˆแ‹ตแ‹ต แˆ…แŒแŠ• แ‰ฐแˆ‹แˆแˆแ‹ แŠจแ‰ฐแŒˆแŠ™ 1 แˆบแˆ… 280 แˆ…แŠ•แƒแ‹Žแ‰ฝ แ‹แˆตแŒฅ 1 แˆบแˆ… 210 แ‰ แ‰ณแ‰ฝแŠ›แ‹ แ‹จแˆ…แŠ•แƒแ‹ แŠญแแˆ‹แ‰ธแ‹ แ‹จแˆ˜แŠชแŠ“ แˆ›แ‰†แˆšแ‹ซ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠฅแŠ•แ‹ฒแˆฐแŒก แˆ˜แ‹ฐแˆจแŒ‰แŠ• แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ตแˆซแŠแŠญ แˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แŠ แˆตแ‰ณแ‹ˆแ‰€แกแก

แŠ แŠ•แ‹ณแŠ•แ‹ต แ‹จแˆ…แŠ•แŒป แ‰ฃแˆˆแ‰คแ‰ถแ‰ฝ แˆ…แŒ‰แŠ• แ‰ แˆ˜แ‰ฐแˆ‹แˆˆแ แ‰ณแ‰ฝแŠ›แ‹แŠ• แ‹จแˆ…แŠ•แƒ แŠญแแˆ แˆˆแˆฑแแˆญแˆ›แˆญแŠฌแ‰ต แฃ แˆˆแˆ†แ‰ดแˆแŠ“ แˆˆแŠซแŒ แŠฅแŠ•แ‹ฒแˆแˆ แˆ˜แˆฐแˆ แ‹จแ‰ฐแˆปแˆˆ แ‰ตแˆญแ แˆˆแˆšแ‹ซแˆตแŒˆแŠ™ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แˆฒแ‹ซแ‹แˆ‰ แ‰†แ‹ญแ‰ฐแ‹‹แˆแข

แ‰ แ‹šแˆ…แˆ แ‰ แˆ…แŠ•แƒแ‹ แˆตแˆญ แˆŠแ‰†แˆ™ แ‹จแˆšแŒˆแ‰ฃแ‰ธแ‹ แˆ˜แŠชแŠ–แ‰ฝ แŠ แˆตแ‹แˆแ‰ต แ‹ณแˆญ แˆˆแˆ˜แ‰†แˆ แ‰ แˆ˜แŒˆแ‹ฐแ‹ณแ‰ธแ‹ แ‰ แŠ แŠซแ‰ฃแ‰ขแ‹ แ‹จแ‰ตแˆซแŠแŠญ แˆ˜แŒจแŠ“แАแ‰… แˆฒแ‹ซแŒ‹แŒฅแˆ แˆ˜แ‰†แ‹จแ‰ฑแŠ• แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ตแˆซแŠแŠญ แˆ›แŠ”แŒ…แˆ˜แŠ•แ‰ต แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆแŠญแ‰ตแˆ แ‹‹แŠ“ แˆตแˆซ แŠ แˆตแŠชแ‹ซแŒ… แŠขแŠ•แŒ‚แАแˆญ แŠคแˆแ‹ซแˆต แ‹˜แˆญแŒ‹ แˆˆแŠ แ‹ฒแˆต แˆšแ‹ฒแ‹ซ แŠ”แ‰ตแ‹ŽแˆญแŠญ แŠคแ แŠคแˆ 96.3 แˆซแ‹ฒแ‹ฎ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

แ‰€แˆช 70 แ‹จแˆšแ‹ฐแˆญแˆฑแ‰ตแŠ• แ‰€แˆช แˆ…แŠ•แƒแ‹Žแ‰ฝแˆ แ‰ แ‰€แŒฃแ‹ญ แŠ แˆ˜แ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ฑแŠ• แŠฅแŠ•แ‹ฒแˆฐแŒก แˆˆแˆ›แ‹ตแˆจแŒ แŠฅแŠ•แ‹ฐแˆšแˆฐแˆซแˆ แŠ แˆ˜แˆแŠญแ‰ฐแ‹‹แˆ แกแก

แ‰€แ‹ฐแˆ แˆฒแˆ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ‹แ‹ญ แ‹จแАแ‰ แˆจแ‹ แ‹ฐแŠ•แ‰ฅ แŠญแแ‰ฐแ‰ต แŠฅแŠ•แ‹ฐแАแ‰ แˆจแ‹ แ‹จแŒ แ‰†แˆ™แ‰ต แˆแŠญแ‰ตแˆ แ‹‹แŠ“ แˆตแˆซ แŠ แˆตแŠชแ‹ซแŒ แ‹จแАแ‰ แˆจแ‹แŠ• แ‹จแˆ…แŒ แŠญแแ‰ฐแ‰ต แ‰ แˆ˜แ‰…แˆจแ แ‰ 2016 แ‹“.แˆ แ‹ฐแŠ•แ‰ฅ แ‰แŒฅแˆญ 165/2016 แ‹จแ–แˆญแŠชแŠ•แŒ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แŠ แ‹‹แŒ… แˆ˜แ‹แŒฃแ‰ฑแŠ•แŠ“ แ‹ฐแŠ•แ‰ก แŠจแ‹ˆแŒฃ แ‰ แŠ‹แˆ‹ แŒแŠ• แ‹แŒคแ‰ณแˆ› แ‰ฐแŒแ‰ฃแˆซแ‰ต แˆ˜แŠจแŠ“แ‹ˆแŠ“แ‰ธแ‹แŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

แˆ…แŒแŠ• แ‰ฐแˆ‹แˆแˆแ‹ แ‹จแ“แˆญแŠชแŠ•แŒ แ‰ฆแ‰ณแ‹แŠ• แˆˆแˆŒแˆ‹ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠซแ‹‹แˆ‰ 183 แˆ…แŠ•แƒ แ‰ฃแˆˆแ‰คแ‰ถแ‰ฝแˆ แ‰ แ‹ฐแŠ•แ‰ก แˆ˜แˆฐแˆจแ‰ต แ‰ฐแ‰€แŒฅแ‰ฐแ‹ แŠจ18.3 แˆšแˆŠแ‹จแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แŒˆแ‰ข แˆ˜แˆฐแ‰ฅแˆฐแ‰กแŠ•แˆ แАแ‹ แ‹‹แŠ“ แˆตแˆซ แŠ แˆตแŠชแ‹ซแŒ แ‹จแ‰ฐแŠ“แŒˆแˆฉแ‰ตแกแก

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