Ethio Construction Engineering
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117. In plane surveying where a graduated staff is observed either with horizontal line of sight or inclined line of sight, the effect of refraction is to
Anonymous Quiz
35%
(a) Increase the staff reading
24%
(b) Decrease the staff reading
27%
(c) Neither increase nor decrease the staff reading
15%
(d) Duplicate the staff reading
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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
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(a) Trigonometric levelling
22%
(b) Reciprocal levelling
8%
(c) Barometric levelling
7%
(d) Spirit levelling
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90. The type of surveying in which the curvature of the earth taken into account is called
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Geodetic surveying
17%
Plane surveying
8%
Preliminary surveying
33%
Topographical surveying
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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
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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
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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
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(a) Miscellaneous item
26%
(b) Indeterminable item
35%
(c) Lump-sum item
6%
(d) Supplementary item
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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
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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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"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‹‰::

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