114. The process of levelling in which the elevations of points are computed from the vertical angles and horizontal distances measured in the field is known as
Anonymous Quiz
63%
(a) Trigonometric levelling
22%
(b) Reciprocal levelling
8%
(c) Barometric levelling
7%
(d) Spirit levelling
โค4๐4
90. The type of surveying in which the curvature of the earth taken into account is called
Anonymous Quiz
42%
Geodetic surveying
17%
Plane surveying
8%
Preliminary surveying
33%
Topographical surveying
โค6๐5
79. If the R.L of a B.M is 50 m, the back sight is 1.25 and foresight is 1.85, then what will be the R.L of the forward station? (in m)
Anonymous Quiz
14%
46.9
48%
49.4
28%
50.6
9%
53.1
๐9
74. If a bar is cranked at 45ยฐ on both ends for an effective of beam 'L' and depth 'd', the total length of the bar is considered to be _____.
Anonymous Quiz
5%
(a) L
39%
(b) L + 0.54 d
23%
(c) L + 0.84 d
33%
(d) L + 2d
๐9โค1
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
๐ฅฐ8โค2
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
๐5โค2๐1
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)
โค8
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
๐7โค5
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
๐9โค2
64. Right of way is the summation of the width of ______.
Anonymous Quiz
21%
(a) carriage way and shoulder
66%
(b) carriage way, shoulder and road margins
7%
(c) carriage way and road margins
7%
(d) road margins and shoulder
๐10โค1
18. During plastic deformation, induced stress in the material is
Anonymous Quiz
22%
Greater than its proportional limit but lesser than lower yield strength
40%
Greater than its yield strength but lesser than its fracture strength
26%
Greater than its ultimate strength but lesser than its fracture strength
13%
Greater than its lower yield strength but lesser than upper yield strength
โค5
๐ What Is Traffic Engineering?
โข A branch of civil engineering that deals with the safe, efficient movement of people and goods on roadways.
โข Focuses on road design, traffic flow, signs & signals, and control systems.
โข In Ethiopia, it's guided by ERA manuals and urban traffic policies.
๐ Core Objectives
โข Balance mobility and safety for drivers, cyclists, and pedestrians.
โข Minimize congestion, delays, accidents, and environmental impacts.
โข Optimize intersection design, signal timing, and vehicle capacity.
๐ Key Elements of Traffic Engineering
โข Traffic Flow: Measured using volume, speed, and density (fundamental diagram).
โข Control Devices:
โโ- Signs (regulatory, warning, guide)
โโ- Signals (traffic lights)
โโ- Markings (lanes, arrows, zebra crossings)
โข Traffic Studies:
โโ- Volume counts
โโ- Speed studies
โโ- Origin-destination surveys
โโ- Parking & accident analysis
๐ Intersection & Signal Design
โข Controlled using STOP/SLOW signs or traffic lights, based on flow volume.
โข Signal timing must consider pedestrian crossing, peak hours, and turning movement.
โข Ethiopia uses manuals from ERA and local authorities like AACRA for design specs.
๐ Challenges in Ethiopia
โข Narrow roads, poor signage, and weak enforcement affect safety.
โข High pedestrian volume in Addis Ababa requires integrated planning.
โข Informal public transport (minibus taxis) causes unpredictable traffic flow.
@etconp
โข A branch of civil engineering that deals with the safe, efficient movement of people and goods on roadways.
โข Focuses on road design, traffic flow, signs & signals, and control systems.
โข In Ethiopia, it's guided by ERA manuals and urban traffic policies.
๐ Core Objectives
โข Balance mobility and safety for drivers, cyclists, and pedestrians.
โข Minimize congestion, delays, accidents, and environmental impacts.
โข Optimize intersection design, signal timing, and vehicle capacity.
๐ Key Elements of Traffic Engineering
โข Traffic Flow: Measured using volume, speed, and density (fundamental diagram).
โข Control Devices:
โโ- Signs (regulatory, warning, guide)
โโ- Signals (traffic lights)
โโ- Markings (lanes, arrows, zebra crossings)
โข Traffic Studies:
โโ- Volume counts
โโ- Speed studies
โโ- Origin-destination surveys
โโ- Parking & accident analysis
๐ Intersection & Signal Design
โข Controlled using STOP/SLOW signs or traffic lights, based on flow volume.
โข Signal timing must consider pedestrian crossing, peak hours, and turning movement.
โข Ethiopia uses manuals from ERA and local authorities like AACRA for design specs.
๐ Challenges in Ethiopia
โข Narrow roads, poor signage, and weak enforcement affect safety.
โข High pedestrian volume in Addis Ababa requires integrated planning.
โข Informal public transport (minibus taxis) causes unpredictable traffic flow.
@etconp
โค16๐2
๐แ แตแฐแณแฝ แแ แแแ
แปแแ แคแฐแฐแฆแฝ
๐ซแจ "Quantity Surveying" Full Course แ แฆแแแญแ แแแญ แจแแตแแแ แฐแแชแแฝ แฅแ แจ แฎแแตแตแซแญแฝแ แฃแแแซแแฝ แฃแแฐแ แแญ แ แฐแแฃแฃแ แแ แแฅแแต แฐแแชแแฝ แแแแฃ แแแจแแโค
๐ฉแแแแแฅ แจแแตแแแ @Philemona7 แแญแ แแ แแ แแจแ แ 0925446661 แฐแแแ แซแแแ๐
@etconp
๐ซแจ "Quantity Surveying" Full Course แ แฆแแแญแ แแแญ แจแแตแแแ แฐแแชแแฝ แฅแ แจ แฎแแตแตแซแญแฝแ แฃแแแซแแฝ แฃแแฐแ แแญ แ แฐแแฃแฃแ แแ แแฅแแต แฐแแชแแฝ แแแแฃ แแแจแแโค
๐ฉแแแแแฅ แจแแตแแแ @Philemona7 แแญแ แแ แแ แแจแ แ 0925446661 แฐแแแ แซแแแ๐
@etconp
๐15โค4๐1
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๐แจแฃแญแดแแ แตแณแฒแจแ "แ แซแแ" แฅแจแฐแซแแฐแแต แฃแแ แแ แ แฐแ แแตแณแต แฅแ แจแแตแแแซ แแฎแแญแต แจแแญแแ แจแฐแแแซแฝ แฅแแต 105 แบแ
แญแฐแญแณแแข
๐ซแ แแ แแ แ แ แตแแแ แแ แ แ แแฎแ แฅแ แฐแแแซแฝแ แ แแซแ แ แซแแ แแณแ แญแแแแข
@etconp
๐ซแ แแ แแ แ แ แตแแแ แแ แ แ แแฎแ แฅแ แฐแแแซแฝแ แ แแซแ แ แซแแ แแณแ แญแแแแข
@etconp
โค8๐7๐4
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โง แแแ แ แ แแต แฆแณ แแแแ แ แญแฅ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
โง แญแฐแแแแ แซแแญแฉแ
0904040477
0994941708
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โง แแแ แ แ แแต แฆแณ แแแแ แ แญแฅ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
โง แญแฐแแแแ แซแแญแฉแ
0904040477
0994941708
โค3
Ethio Construction Engineering
"Purpose of Stirrups during construction?" ๐ @etconp
๐This 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.
๐ทLet's break down each part:
๐Overall Context:
โบThe image focuses on a beam supported by two columns, a common structural element in buildings.
โบThe text aims to explain why steel stirrups (small, closed loops of rebar) are incorporated into concrete beams.
๐งPart (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.
๐งPart (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๏ธPurpose 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.
โบBy 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.
๐In 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
๐ทLet's break down each part:
๐Overall Context:
โบThe image focuses on a beam supported by two columns, a common structural element in buildings.
โบThe text aims to explain why steel stirrups (small, closed loops of rebar) are incorporated into concrete beams.
๐งPart (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.
๐งPart (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๏ธPurpose 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.
โบBy 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.
๐In 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
โค18
๐แจแฅแจแต แฅแซ (rebar work) แแญ แแแ
แซแแฃแฝแ แแแฎแฝ แ แฅแแฑ
๐ซMain bars แ แแแแต แจแแแฃแแ แดแแณแญแ แตแตแจแต แจแแธแจแ แฒแแ
Distribution bars แฐแแ main bar' แฆแฝแ แ แฆแณแธแ แ แตแฎ แแซแ แฅแ แตแแฅแ แ(crack) แแจแแจแ แแ แฅแแ แณแญแแธแ แจmain bars แซแแณแ::
โ Negative bars แฐแแ slab/beam แแญ แจแแแฃแแ negative bending moment แฅแแฒแธแจแ แจแแแก แแธแ::
โบแจแแแกแตแ support แแญ แแ:: แ slab แฅแ แ beam แจแแญ (Top) แฒแแ แ mat slab แฐแแ แจแตแญ (bottom) แแญ แแ แแแแกแต::
โณ๏ธแแแแ แแแญ top แฅแจแต span แแญ bottom แฅแจแต แฐแแ support แแญ lap แซแฐแญแแ::
โณ๏ธLap length แvertical member (แแญ แฅแแฐ column แฅแ shear wall) 50*D (diameter of bar) แฅแ แhorizontal member (slab แฅแ beam) แฐแแ 40*D (diameter of bar) แแ::
๐ทแ แแ แแ แซแแแต share แซแตแญแ ๐
https://t.me/ETCONpWORK
@etconp
๐ซMain bars แ แแแแต แจแแแฃแแ แดแแณแญแ แตแตแจแต แจแแธแจแ แฒแแ
Distribution bars แฐแแ main bar' แฆแฝแ แ แฆแณแธแ แ แตแฎ แแซแ แฅแ แตแแฅแ แ(crack) แแจแแจแ แแ แฅแแ แณแญแแธแ แจmain bars แซแแณแ::
โ Negative bars แฐแแ slab/beam แแญ แจแแแฃแแ negative bending moment แฅแแฒแธแจแ แจแแแก แแธแ::
โบแจแแแกแตแ support แแญ แแ:: แ slab แฅแ แ beam แจแแญ (Top) แฒแแ แ mat slab แฐแแ แจแตแญ (bottom) แแญ แแ แแแแกแต::
โณ๏ธแแแแ แแแญ top แฅแจแต span แแญ bottom แฅแจแต แฐแแ support แแญ lap แซแฐแญแแ::
โณ๏ธLap length แvertical member (แแญ แฅแแฐ column แฅแ shear wall) 50*D (diameter of bar) แฅแ แhorizontal member (slab แฅแ beam) แฐแแ 40*D (diameter of bar) แแ::
๐ทแ แแ แแ แซแแแต share แซแตแญแ ๐
https://t.me/ETCONpWORK
@etconp
Telegram
Ethiopian Construction Vacancy & Tender
Ethiopian Construction Vacancy & Tender
Daily updates on construction Engineering Works, job vacancies, tenders,News,Technology and bid announcements in Ethiopia & World
Buy ads: https://telega.io/c/ETCONpWORK
๐ฉ @Philemona7
Daily updates on construction Engineering Works, job vacancies, tenders,News,Technology and bid announcements in Ethiopia & World
Buy ads: https://telega.io/c/ETCONpWORK
๐ฉ @Philemona7
โค26๐2
Ethio Construction Engineering
๐Program Evaluation and Review Technique (PERT) ๐ What is PERT? โบThe Program Evaluation and Review Technique (PERT) is a project scheduling method that helps managers handle uncertainty in estimating task durations. โบIt was developed by the U.S. Navy inโฆ
๐แจแฃแแแ แจแแ แ
โญ๏ธLine of Balance (LOB):
โบImagine youโre 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 floorsโchaos!
โบLine of Balance helps you avoid that by creating a flow of work across the floors (or units). Itโs like setting up a schedule for each crew to move from one floor to the next at a steady paceโwithout stepping on each otherโs toes.
๐ซWhat it looks like:
โ You use a graph where the X-axis is time and the Y-axis is floor or unit number.
โ Each trade's progress is drawn as a line, and if the lines donโt intersect or overlap, you're golden.
โ If one team is faster or slower than the others, the lines crossโmeaning delays or conflicts.
๐ซWhy itโs useful:
๐Keeps trades moving efficiently.
๐Cuts down waiting time and site crowding.
๐Great for repetitive workโlike sections in transport,communication and electric lines,floors in a tower or units in a housing complex.
๐ฐCritical Chain Method (CCM):
โบItโs 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.
โบThe Critical Chain Method helps deal with this by focusing not just on the order of tasks, but also on resource availability and realistic buffersโtime cushions built into the plan.
๐ทhow it works
โ First, plan out your project like normal (the critical path).
โ Then, check for resource overallocation โlike needing the same crew on two tasks at once.
โ Rearrange things to avoid overloading anyone. This gives you your โcritical chain.โ
โ Then, strip out the extra padding people normally add to each task.
โ Instead, add buffer time at the end or between task groups to absorb delays where it matters most.
๐ซWhy it's useful:
๐Prevents workers from being pulled in too many directions.
๐Stops people from โpaddingโ their tasks with unnecessary time.
๐Helps you monitor how delays affect the overall scheduleโyou track buffer usage, not just deadlines.
@etconp
โญ๏ธLine of Balance (LOB):
โบImagine youโre 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 floorsโchaos!
โบLine of Balance helps you avoid that by creating a flow of work across the floors (or units). Itโs like setting up a schedule for each crew to move from one floor to the next at a steady paceโwithout stepping on each otherโs toes.
๐ซWhat it looks like:
โ You use a graph where the X-axis is time and the Y-axis is floor or unit number.
โ Each trade's progress is drawn as a line, and if the lines donโt intersect or overlap, you're golden.
โ If one team is faster or slower than the others, the lines crossโmeaning delays or conflicts.
๐ซWhy itโs useful:
๐Keeps trades moving efficiently.
๐Cuts down waiting time and site crowding.
๐Great for repetitive workโlike sections in transport,communication and electric lines,floors in a tower or units in a housing complex.
๐ฐCritical Chain Method (CCM):
โบItโs 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.
โบThe Critical Chain Method helps deal with this by focusing not just on the order of tasks, but also on resource availability and realistic buffersโtime cushions built into the plan.
๐ทhow it works
โ First, plan out your project like normal (the critical path).
โ Then, check for resource overallocation โlike needing the same crew on two tasks at once.
โ Rearrange things to avoid overloading anyone. This gives you your โcritical chain.โ
โ Then, strip out the extra padding people normally add to each task.
โ Instead, add buffer time at the end or between task groups to absorb delays where it matters most.
๐ซWhy it's useful:
๐Prevents workers from being pulled in too many directions.
๐Stops people from โpaddingโ their tasks with unnecessary time.
๐Helps you monitor how delays affect the overall scheduleโyou track buffer usage, not just deadlines.
@etconp
โค14
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๐3