A________ is that which is aligned at right angles to contours that is along the side slope
Anonymous Quiz
29%
Contour canal
40%
Side slope canal
19%
Ridge canal
11%
Watercourse
๐3๐3โค2๐1
The striping time for the reinforced concrete slab spanning less than 4.5m and using fly ash as an admixture should be
Anonymous Quiz
39%
7 days
12%
10 days
28%
14 days
21%
21 days
โค6๐1
In a pre-tensioned concrete member, which of the following losses is most significant?
Anonymous Quiz
14%
A. Loss due to friction
45%
B. Elastic shortening(deformation) of concrete
26%
C. Loss due to relaxation of steel
15%
D. Anchorage slip
โค2๐2๐2
In limit state approach spacing of main reinforcement controls primarily
Anonymous Quiz
18%
Collapse
47%
Deflection
25%
Cracking
11%
Durability
๐6๐4โค3
When actual cost of construction plus certain profit is paid to the contractor then such a contract is known as
Anonymous Quiz
5%
Unscheduled contract
13%
Nominated contract
79%
Cost plus percentage contract
4%
Work order
๐8โค2
Which one of the following is the part of assumptions made by Terzaghi while developing the mathematical statement of the consolidation process?
Anonymous Quiz
19%
The soil is non-homogeneous
22%
The soil particles and water are incompressible
29%
The partial deformation of soil is due to partial change in volume
30%
Co-efficient of permeability is variable during consolidation
๐8
In case of two way slab, the limiting deflection of the slab is:
Anonymous Quiz
27%
primarily a function of the long span
29%
primarily a function of the short span
13%
independent of long or short span
32%
dependent on both long and short span
๐6โค1
Minimum shear reinforcement in beams is provided in the form of stirrups
Anonymous Quiz
27%
to resist the extra shear force due to live load
19%
to resist the effect of shrinkage of concrete
11%
to resist the principal tension
43%
to resist the shear cracks at the bottom of beam
๐7โค3๐3
Abrasion test is conducted to find
Anonymous Quiz
34%
hardness of aggregates
21%
strength of aggregates
28%
toughness of aggregates
16%
durability of aggregates
โค5๐1
During seepage through an earth mass, the direction of seepage is
Anonymous Quiz
27%
parallel to the equipotential lines
24%
perpendicular to the streamlines
30%
perpendicular to the equipotential lines
19%
along the direction of gravity
๐5โค1
In a singly reinforced concrete beam section, maximum compressive stress in concrete and tensile stress reach their permissible stresses simultaneously. What is such a section called?
Anonymous Quiz
24%
A Under-reinforced section
14%
B Economic sectio
50%
C Balanced section
12%
D Over-reinforced section
โค6๐2
Assuming concrete below the neutral axis to be cracked, the shear stress across the depth of a singly-reinforced rectangular beam section
Anonymous Quiz
28%
A increases parabolically to the neutral axis and then drops suddenly to zero value
24%
B increases parabolically to the neutral axis and then remains constant over the remaining depth
32%
C increases linearly to the neutral axis and then remains constant up to the tensioned steel
17%
D increases parabolically to the neutral axis and then remains constant up to the tensioned steel.
๐5โค2๐2๐1
๐แจ แแฌ Quiz แฅแ แฅแแดแต แแ แญ
๐ซแแแฃแญแต แแ แญแจแแญ แแ แญแแแต แแณแฅ แฅแ แ แฐแฐแซแจแณแน @Philemona7 แแแแโค
๐งแจแแ แฐแ แญแ แแ แแแซแ แแฝแต๐
@etconp
๐ซแแแฃแญแต แแ แญแจแแญ แแ แญแแแต แแณแฅ แฅแ แ แฐแฐแซแจแณแน @Philemona7 แแแแโค
๐งแจแแ แฐแ แญแ แแ แแแซแ แแฝแต๐
@etconp
๐14๐13
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๐งฟ OUR SERVICES โคต๏ธ
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โAnchor Bolt
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Phone : ๐คณ0938494506
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โค4
Ethio Construction Engineering
๐keyway concrete joint @etconp
keyway concrete joint
๐งA keyway concrete joint is an intentional gap or groove created between two concrete structural elements, where one part has a matching โkeyโ that fits into a corresponding coupler on the adjacent part.
โบThis mechanical interlock ensures a strong structural connection between the concrete sections, facilitating load transfer and maintaining the integrity of the overall structure.
๐ทKey features and purposes of keyway joints include:
ยท Load Transfer: They help evenly distribute loads between adjacent concrete slabs or blocks, preventing concentrated stress points that could cause cracking or failure.
ยท Movement Control: Keyway joints accommodate differential movement due to temperature changes, shrinkage, or settling, allowing slabs to expand and contract without excessive stress or misalignment.
ยท Crack Minimization: By controlling stresses and movements, they reduce the likelihood of uncontrolled cracking, enhancing durability and appearance.
ยท Typical Use: They are commonly used in thicker slabs (usually above 100-250 mm) such as highways, bridges, and commercial concrete pavements where load transfer and durability are critical.
Keyway joints are typically formed using prefabricated U-shaped galvanized steel or metal inserts placed in the formwork before pouring concrete. These inserts can have various shapes (trapezoidal, rectangular, dovetail) depending on design requirements.
โญ๏ธAdvantages:
ยท Improved structural integrity through mechanical interlock
ยท Cost-effective crack control
ยท Facilitate load transfer between slabs
Drawbacks:
ยท Require skilled labor for precise installation
ยท Potential misalignment if not properly designed or installed
๐In summary, keyway concrete joints are essential for large concrete structures to maintain strength, accommodate movement, and prevent damage over time.
***
Yonatan Tadesse (PMP ยฎ๏ธ)
@etconp
๐ฅ6โค5
๐What Is Dummy Level (Automatic Level)
๐ซA Dummy Level (more accurately known as a Dumpy Level or, more commonly today, an Automatic Level) is an optical surveying instrument primarily used for levelling.
โบLevelling involves determining or verifying points that are on the same horizontal plane, or accurately measuring the differences in height (elevations) between various points on the ground.
๐ทKey Features and How it Works:
* Telescope: It features a high-magnification telescope mounted on a stable base.
* Horizontal Line of Sight: Its core function is to establish a truly horizontal line of sight.
* Dumpy Level (Older Type): Required manual adjustment using a highly sensitive spirit level bubble to ensure the telescope was perfectly horizontal.
* Automatic Level (Modern Type): Incorporates an internal compensator. This is a clever system of prisms and wires (often suspended magnetically or by fine threads) that automatically corrects and maintains a perfectly horizontal line of sight, even if the instrument itself is slightly tilted on its tripod.
โบThis automation significantly speeds up setup and makes it easier to use.
* Crosshairs: The telescope includes crosshairs (typically a stadia diaphragm with horizontal and vertical lines) through which the user takes readings.
* Levelling Staff (Rod): A graduated measuring ruler (usually marked in meters and centimeters) is held vertically at the points whose elevations need to be determined. The user reads the numerical value on the staff where the crosshair intersects it.
* Tripod: The level is always set up on a sturdy tripod to ensure stability and accuracy during measurements.
๐งPrimary Purpose:
* Measuring differences in elevation (height) between points.
* Establishing and checking specific elevations for construction projects (e.g., foundation levels, floor heights, excavation depths).
* Determining gradients for infrastructure like roads, pipelines, and drainage systems.
* Collecting spot heights for creating contour maps.
โญ๏ธAdvantages:
* Simplicity: Relatively straightforward to set up, operate, and understand.
* Cost-Effective: Significantly less expensive to purchase and maintain compared to a Total Station.
* Accuracy: Capable of achieving high accuracy for vertical measurements over short to medium distances.
* Durability: Generally robust and can withstand typical field conditions.
โญ๏ธDisadvantages:
* Limited Functionality: It only measures vertical differences (elevations). It cannot directly measure horizontal angles or distances.
* Manual Data Recording: Readings must be manually written down in a field book, which increases the potential for human error in transcription or calculation.
* Requires Additional Tools: If horizontal angles or distances are needed for a project, additional instruments (like a tape measure or a separate angle-measuring device) are required.
โก๏ธNext We Will See About Total Station.
@etconp
๐ซA Dummy Level (more accurately known as a Dumpy Level or, more commonly today, an Automatic Level) is an optical surveying instrument primarily used for levelling.
โบLevelling involves determining or verifying points that are on the same horizontal plane, or accurately measuring the differences in height (elevations) between various points on the ground.
๐ทKey Features and How it Works:
* Telescope: It features a high-magnification telescope mounted on a stable base.
* Horizontal Line of Sight: Its core function is to establish a truly horizontal line of sight.
* Dumpy Level (Older Type): Required manual adjustment using a highly sensitive spirit level bubble to ensure the telescope was perfectly horizontal.
* Automatic Level (Modern Type): Incorporates an internal compensator. This is a clever system of prisms and wires (often suspended magnetically or by fine threads) that automatically corrects and maintains a perfectly horizontal line of sight, even if the instrument itself is slightly tilted on its tripod.
โบThis automation significantly speeds up setup and makes it easier to use.
* Crosshairs: The telescope includes crosshairs (typically a stadia diaphragm with horizontal and vertical lines) through which the user takes readings.
* Levelling Staff (Rod): A graduated measuring ruler (usually marked in meters and centimeters) is held vertically at the points whose elevations need to be determined. The user reads the numerical value on the staff where the crosshair intersects it.
* Tripod: The level is always set up on a sturdy tripod to ensure stability and accuracy during measurements.
๐งPrimary Purpose:
* Measuring differences in elevation (height) between points.
* Establishing and checking specific elevations for construction projects (e.g., foundation levels, floor heights, excavation depths).
* Determining gradients for infrastructure like roads, pipelines, and drainage systems.
* Collecting spot heights for creating contour maps.
โญ๏ธAdvantages:
* Simplicity: Relatively straightforward to set up, operate, and understand.
* Cost-Effective: Significantly less expensive to purchase and maintain compared to a Total Station.
* Accuracy: Capable of achieving high accuracy for vertical measurements over short to medium distances.
* Durability: Generally robust and can withstand typical field conditions.
โญ๏ธDisadvantages:
* Limited Functionality: It only measures vertical differences (elevations). It cannot directly measure horizontal angles or distances.
* Manual Data Recording: Readings must be manually written down in a field book, which increases the potential for human error in transcription or calculation.
* Requires Additional Tools: If horizontal angles or distances are needed for a project, additional instruments (like a tape measure or a separate angle-measuring device) are required.
โก๏ธNext We Will See About Total Station.
@etconp
โค10
๐What Is Total Station
๐ซA Total Station is a highly advanced electronic/optical instrument used for surveying and construction.
โบIt combines the functionalities of an electronic theodolite (for measuring angles) with an electronic distance meter (EDM) into a single, integrated unit.
โบIt is essentially a sophisticated surveying device capable of measuring angles, distances, and automatically calculating coordinates.
๐ซKey Features and How it Works:
* Integrated Theodolite: Electronically measures both horizontal and vertical angles with very high precision.
* Electronic Distance Meter (EDM): Emits an infrared or laser beam towards a prism reflector (or directly to a surface in reflectorless models).
โบIt precisely measures the time taken for the beam to travel to the target and return, using this data to calculate the slope distance between the instrument and the target.
* Onboard Microprocessor/Computer: This is a crucial distinguishing feature. The Total Station contains an integrated computer that:
* Automatically calculates horizontal and vertical distances from the measured slope distance and vertical angle.
* Calculates 3D coordinates (Easting, Northing, Elevation) of the measured points relative to the instrument's known setup point.
* Digitally stores all measured data (angles, distances, and calculated coordinates) in its internal memory or on an external storage device (e.g., SD card).
* Can perform a variety of surveying calculations directly in the field, such as area calculation, setting out points (inverse calculations), and remote height measurement.
* Data Transfer: Measured data can be easily downloaded to a computer for further processing, analysis, mapping, or direct import into CAD (Computer-Aided Design) software.
* User Interface: Features a digital display screen and a keypad for entering commands, viewing data, and navigating menus.
* Tripod: Like the level, it is mounted on a sturdy tripod for stable operation.
* Prism: A special glass reflector is typically used with the EDM to ensure accurate and reliable distance measurements, especially over longer distances.
โญ๏ธPrimary Purpose:
* Topographic Surveys: Creating detailed maps of terrain by collecting a large number of points with their precise 3D coordinates.
* Construction Layout/Setting Out: Accurately marking out design points on the ground for structures, roads, pipelines, and other infrastructure.
* Cadastral Surveys: Precisely defining property boundaries.
* Control Surveys: Establishing highly accurate control points as a framework for other surveys.
* Volume Calculations: Measuring the volume of stockpiles, excavations, or material cut/fill.
* Deformation Monitoring: Tracking minute movements or changes in structures over time.
๐ทAdvantages:
* Versatility: Capable of measuring angles, distances, and elevations simultaneously, providing comprehensive 3D coordinate data for all measured points.
* Efficiency: Significantly speeds up data collection due to electronic measurements, automated calculations, and digital data recording.
* Accuracy: Offers very high precision for all types of measurements (angles, distances) and the derived coordinates.
* Digital Data: Eliminates manual recording errors and allows for seamless integration with mapping, GIS (Geographic Information Systems), and CAD software.
* Onboard Calculations: Reduces post-processing time in the office by performing many calculations directly in the field.
* Automation: More advanced (robotic) Total Stations can track prisms automatically and be controlled remotely, enhancing efficiency with a single operator.
@etconp
๐ซA Total Station is a highly advanced electronic/optical instrument used for surveying and construction.
โบIt combines the functionalities of an electronic theodolite (for measuring angles) with an electronic distance meter (EDM) into a single, integrated unit.
โบIt is essentially a sophisticated surveying device capable of measuring angles, distances, and automatically calculating coordinates.
๐ซKey Features and How it Works:
* Integrated Theodolite: Electronically measures both horizontal and vertical angles with very high precision.
* Electronic Distance Meter (EDM): Emits an infrared or laser beam towards a prism reflector (or directly to a surface in reflectorless models).
โบIt precisely measures the time taken for the beam to travel to the target and return, using this data to calculate the slope distance between the instrument and the target.
* Onboard Microprocessor/Computer: This is a crucial distinguishing feature. The Total Station contains an integrated computer that:
* Automatically calculates horizontal and vertical distances from the measured slope distance and vertical angle.
* Calculates 3D coordinates (Easting, Northing, Elevation) of the measured points relative to the instrument's known setup point.
* Digitally stores all measured data (angles, distances, and calculated coordinates) in its internal memory or on an external storage device (e.g., SD card).
* Can perform a variety of surveying calculations directly in the field, such as area calculation, setting out points (inverse calculations), and remote height measurement.
* Data Transfer: Measured data can be easily downloaded to a computer for further processing, analysis, mapping, or direct import into CAD (Computer-Aided Design) software.
* User Interface: Features a digital display screen and a keypad for entering commands, viewing data, and navigating menus.
* Tripod: Like the level, it is mounted on a sturdy tripod for stable operation.
* Prism: A special glass reflector is typically used with the EDM to ensure accurate and reliable distance measurements, especially over longer distances.
โญ๏ธPrimary Purpose:
* Topographic Surveys: Creating detailed maps of terrain by collecting a large number of points with their precise 3D coordinates.
* Construction Layout/Setting Out: Accurately marking out design points on the ground for structures, roads, pipelines, and other infrastructure.
* Cadastral Surveys: Precisely defining property boundaries.
* Control Surveys: Establishing highly accurate control points as a framework for other surveys.
* Volume Calculations: Measuring the volume of stockpiles, excavations, or material cut/fill.
* Deformation Monitoring: Tracking minute movements or changes in structures over time.
๐ทAdvantages:
* Versatility: Capable of measuring angles, distances, and elevations simultaneously, providing comprehensive 3D coordinate data for all measured points.
* Efficiency: Significantly speeds up data collection due to electronic measurements, automated calculations, and digital data recording.
* Accuracy: Offers very high precision for all types of measurements (angles, distances) and the derived coordinates.
* Digital Data: Eliminates manual recording errors and allows for seamless integration with mapping, GIS (Geographic Information Systems), and CAD software.
* Onboard Calculations: Reduces post-processing time in the office by performing many calculations directly in the field.
* Automation: More advanced (robotic) Total Stations can track prisms automatically and be controlled remotely, enhancing efficiency with a single operator.
@etconp
โค2
โ๏ธDisadvantages:
* Cost: Substantially more expensive to purchase, maintain, and calibrate than a Dummy Level.
* Complexity: Requires more specialized training and skill to operate effectively and understand the underlying surveying principles.
* Power Dependent: Relies on battery power, which needs to be managed and charged.
* Line of Sight: Generally requires a clear line of sight to the prism reflector for accurate distance measurement (though reflectorless models exist for shorter distances to surfaces).
* Environmental Factors: Performance can sometimes be affected by adverse weather conditions such as heavy rain, dense fog, or extreme heat/cold, which can interfere with the EDM signal.
@etconp
* Cost: Substantially more expensive to purchase, maintain, and calibrate than a Dummy Level.
* Complexity: Requires more specialized training and skill to operate effectively and understand the underlying surveying principles.
* Power Dependent: Relies on battery power, which needs to be managed and charged.
* Line of Sight: Generally requires a clear line of sight to the prism reflector for accurate distance measurement (though reflectorless models exist for shorter distances to surfaces).
* Environmental Factors: Performance can sometimes be affected by adverse weather conditions such as heavy rain, dense fog, or extreme heat/cold, which can interfere with the EDM signal.
@etconp
๐4โค2
๐แจแชแ แตแดแต แ
แ แ แขแตแฎแตแซ
๐แแแขแซ
๐ซแจแขแแฒแช แ แ-แแแแตแต แ แ แแแฝ 40 (3) แตแญ แ แแแ แฅแแฐแแฐแแแแ แจแแ แญแ แแ แจแจแฐแ แแฌแต แจแแแแตแตแ แจแ แแฅ แญแแณ แฅแป แแแข แแฌแต แ แ แแต แ แแญ แแตแฅ แแแฒแซแแ แขแฎแแแ แฅแแฒแแ แตแตแซแดแแซแ แ แแแณ แซแแ แฅแ แ แแณแ แแฅแต แแแค แจแแ แแญ แ แฐแซแซแ แขแตแฎแตแซแแซแ แแแชแซ แคแต แจแแแแต แฐแฅแแ แแฅแต แฅแแณแแธแแ แแแแตแตแ แญแ แแ แแฅแต แจแแแแต แแดแณ แฅแแณแแ แต แ แ แแแฝ 90(1) แฐแแแงแแข
แ แซแญแแ แแฃแ แฅแตแแตแ แ แแจแแแฅ แจแ แฅแ แจแฐแแจแแ แจแแแฝ แแฅแต แแจแแแฅ แญแปแ แแแต แ แแแแฝ แจแแแแตแต แแญ แ แแฐแจแ แตแแแแต แแฌแต แแตแฐแ แแแแต แฅแแฐแแฝแ แญแฐแแแแแข
แ แแ แแฐแจแต แ แฐแแญแ แจ1975 แ.แ แแแฎ แจแจแฐแ แแฌแตแ แแตแฐแณแฐแญ (แแแแต แจแแฎ) แ แแแแแต แจแแแแตแต แตแแฃแแ แแแแแต แแ แ แแฉ แแแณแแฝ แฅแป แแ แแแแฝ แฅแแฒแแ แแแแฐแฆแฝ แจแแแแตแ แต แฅแญแแต แฐแแแ แฅแจแแ แจแแจแ แตแ แแแณ แแจแณแต แญแปแแแข
แญแแ แฅแแ แ แฐแแญแ แ แแ แแ แต แ แ แแชแฑ แ แจแแฐแ แแแณ แฅแซแฐแ แจแแฃแแ แจแชแ แตแดแต แแ แซ แจแแแซ แแ แฑแ แจแแ แแแ แ แแญแแญ แจแ แ แแแแ แ แ แแชแฑ แฅแตแจแ แญแฅ แแ แตแจแต แ แแแ แจแแข
แญแ แจแ แ แญแแฐแต แแญแแ แ แฐแแญแ แแต แจแแแแ แจแจแฐแ แแฌแต แ แฅแแต แฐแแแฝแ แฃแแแฅแถแฝ แฅแ แฅแแฒแแตแ แ แแตแจแ แแฅแแ แ แณแญแแต แจแแจ แตแแแแ แ แ แญแซแณ แฅแแถแฝ แจแฐแจแแแ แแณแญ แแแข
แญแ แแ แจแ แ แญแแฐแต แ แแจแณแต แจแชแ แตแดแต แแ แซแแ แ แฐแปแ แตแญแแตแ แ แแแแ แแจแ แ แฐแฐแแ แแแฉ แฐแแแฝ แแ แฅแแฒแแซ แแแตแจแ แซแตแฝแแ แฐแฅแ แฐแตแ แจแฐแฃแแ แต แ แแ แแฅแญ 1357/2016 แแ แแตแแแข
แ แแ แ แญแญ แ แแ แแตแฅแ แ แ แ แตแแฐแธแแแ แชแ แตแดแต แแแแตแฃ แ แตแ-แแแณแแนแฃ แจแ แแแแฝ แแดแณแฃ แจแแฅแญแต แแฐแฑแ แแฐแ แแฅแฆแฝ แฐแณแฐแแแข
๐งแจแชแ แตแดแต แแแแต
๐ทแแ แแแแ แฅ แจแณแฝ แฃแแ Instant View แญแแฉแต ๐
@etconp
https://telegra.ph/%E1%8B%A8%E1%88%AA%E1%88%8D-%E1%88%B5%E1%89%B4%E1%89%B5-%E1%88%85%E1%8C%8D-%E1%89%A0%E1%8A%A2%E1%89%B5%E1%8B%AE%E1%8C%B5%E1%8B%AB-07-14
๐แแแขแซ
๐ซแจแขแแฒแช แ แ-แแแแตแต แ แ แแแฝ 40 (3) แตแญ แ แแแ แฅแแฐแแฐแแแแ แจแแ แญแ แแ แจแจแฐแ แแฌแต แจแแแแตแตแ แจแ แแฅ แญแแณ แฅแป แแแข แแฌแต แ แ แแต แ แแญ แแตแฅ แแแฒแซแแ แขแฎแแแ แฅแแฒแแ แตแตแซแดแแซแ แ แแแณ แซแแ แฅแ แ แแณแ แแฅแต แแแค แจแแ แแญ แ แฐแซแซแ แขแตแฎแตแซแแซแ แแแชแซ แคแต แจแแแแต แฐแฅแแ แแฅแต แฅแแณแแธแแ แแแแตแตแ แญแ แแ แแฅแต แจแแแแต แแดแณ แฅแแณแแ แต แ แ แแแฝ 90(1) แฐแแแงแแข
แ แซแญแแ แแฃแ แฅแตแแตแ แ แแจแแแฅ แจแ แฅแ แจแฐแแจแแ แจแแแฝ แแฅแต แแจแแแฅ แญแปแ แแแต แ แแแแฝ แจแแแแตแต แแญ แ แแฐแจแ แตแแแแต แแฌแต แแตแฐแ แแแแต แฅแแฐแแฝแ แญแฐแแแแแข
แ แแ แแฐแจแต แ แฐแแญแ แจ1975 แ.แ แแแฎ แจแจแฐแ แแฌแตแ แแตแฐแณแฐแญ (แแแแต แจแแฎ) แ แแแแแต แจแแแแตแต แตแแฃแแ แแแแแต แแ แ แแฉ แแแณแแฝ แฅแป แแ แแแแฝ แฅแแฒแแ แแแแฐแฆแฝ แจแแแแตแ แต แฅแญแแต แฐแแแ แฅแจแแ แจแแจแ แตแ แแแณ แแจแณแต แญแปแแแข
แญแแ แฅแแ แ แฐแแญแ แ แแ แแ แต แ แ แแชแฑ แ แจแแฐแ แแแณ แฅแซแฐแ แจแแฃแแ แจแชแ แตแดแต แแ แซ แจแแแซ แแ แฑแ แจแแ แแแ แ แแญแแญ แจแ แ แแแแ แ แ แแชแฑ แฅแตแจแ แญแฅ แแ แตแจแต แ แแแ แจแแข
แญแ แจแ แ แญแแฐแต แแญแแ แ แฐแแญแ แแต แจแแแแ แจแจแฐแ แแฌแต แ แฅแแต แฐแแแฝแ แฃแแแฅแถแฝ แฅแ แฅแแฒแแตแ แ แแตแจแ แแฅแแ แ แณแญแแต แจแแจ แตแแแแ แ แ แญแซแณ แฅแแถแฝ แจแฐแจแแแ แแณแญ แแแข
แญแ แแ แจแ แ แญแแฐแต แ แแจแณแต แจแชแ แตแดแต แแ แซแแ แ แฐแปแ แตแญแแตแ แ แแแแ แแจแ แ แฐแฐแแ แแแฉ แฐแแแฝ แแ แฅแแฒแแซ แแแตแจแ แซแตแฝแแ แฐแฅแ แฐแตแ แจแฐแฃแแ แต แ แแ แแฅแญ 1357/2016 แแ แแตแแแข
แ แแ แ แญแญ แ แแ แแตแฅแ แ แ แ แตแแฐแธแแแ แชแ แตแดแต แแแแตแฃ แ แตแ-แแแณแแนแฃ แจแ แแแแฝ แแดแณแฃ แจแแฅแญแต แแฐแฑแ แแฐแ แแฅแฆแฝ แฐแณแฐแแแข
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๐ทแแ แแแแ แฅ แจแณแฝ แฃแแ Instant View แญแแฉแต ๐
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แจแชแ แตแดแต แ
แ แ แขแตแฎแตแซ แแแขแซ แจแขแแฒแช แ
แ-แแแแตแต แ แ แแแฝ 40 (3) แตแญ แ แแแ
แฅแแฐแแฐแแแแ แจแแ แญแ แแ แจแจแฐแ แแฌแต แจแแแแตแตแ แจแ
แแฅ แญแแณ แฅแป แแแข แแฌแต แ แ แแต แ แแญ แแตแฅ แแแฒแซแแ แขแฎแแแ แฅแแฒแแ แตแตแซแดแแซแ แ แแแณ แซแแ แฅแ
แ แแณแ แแฅแต แแแค แจแแ
แแญ แ แฐแซแซแ แขแตแฎแตแซแแซแ แแแชแซ แคแต แจแแแแต แฐแฅแแ แแฅแต แฅแแณแแธแแ แแแแตแตแ แญแ
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โค6๐1