Ethio Construction Engineering
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๐Ÿ”จ World Construction Engineering
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰Here are 50 points for a Construction engineering field expert

1. Unit weight of steel is 7850 kg/mยณ.
2. Height of the wall is 4m.
3. Unit weight of concrete is approximately 2400 kg/mยณ.
4. Standard brick size is 190mm x 90mm x 90mm.
5. Compressive strength of M20 concrete is 20 MPa.
6. Slump test measures the workability of concrete.
7. The minimum curing period for concrete is 7 days.
8. Shear force and bending moment diagrams are used to analyze beam loads.
9. The modulus of elasticity of steel is 200 GPa.
10. Water-cement ratio affects concrete strength and durability.
11. Effective span of a beam is the distance between centers of supports.
12. The permissible stress in mild steel (Fe250) is 250 MPa.
13. Dead load includes the self-weight of structural elements.
14. Live load includes the weight of occupants and movable objects.
15. The maximum deflection limit for beams is L/250.
16. Reinforced concrete design follows the principles of limit state design.
17. Youngโ€™s modulus of concrete ranges from 25 to 35 GPa.
18. The coefficient of thermal expansion of concrete is 10-6 /ยฐC.
19. In RCC, tensile strength is provided by steel reinforcement.
20. Shear reinforcement is provided in the form of stirrups.
21. Clear cover for rebar in beams is typically 25mm.
22. Clear cover for rebar in slabs is typically 20mm.
23. Standard consistency of cement paste is about 30%.
24. The fineness modulus of fine aggregate ranges from 2.2 to 3.2.
25. The Poisson's ratio for steel is approximately 0.3.
26. The unit weight of water is 1000 kg/mยณ.
27. Specific gravity of cement is around 3.15.
28. The initial setting time of ordinary Portland cement is 30 minutes.
29. The final setting time of ordinary Portland cement is 10 hours.
30. Slump values for structural concrete typically range from 75 to 125 mm.
31. Maximum size of coarse aggregate in RCC is 20mm.
32. The tensile strength of concrete is approximately 10% of its compressive strength.
33. The allowable bearing capacity of soil should be determined through soil tests.
34. Plate load test is used to determine the bearing capacity of soil.
35. Permeability of soil affects the design of foundations and drainage systems.
36. Standard penetration test (SPT) assesses soil compaction and bearing capacity.
37. The unit weight of sand is approximately 1600 kg/mยณ.
38. Soil compaction increases the bearing capacity of soil.
39. Angle of repose indicates the stability of granular materials.
40. Cohesion is a measure of the shear strength of cohesive soils.
41. A cantilever beam is fixed at one end and free at the other.
42. Fixed-end moments are moments developed at fixed supports.
43. Bending stress in a beam is calculated using the formula ฯƒ = My/I.
44. Torsion in beams is caused by twisting moments or torques.
45. A simply supported beam has supports at both ends.
46. The moment of inertia of a rectangular section is bdยณ/12.
47. Deflection in beams can be calculated using integration methods.
48. Reinforcement bars should be free of rust and other contaminants.
49. Development length is the length required to transfer stress to concrete.
50. Hooked bars are used to anchor reinforcement in concrete.

@etconp
๐Ÿ‘26โค3๐Ÿ‘3
๐Ÿ‘‰แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แŽแ‰†แ‰ฝ แ‹จแŠจแแ‰ณ แŒˆแ‹ฐแ‰ฅ แŠ แˆ‹แ‰ธแ‹แŠ•?

แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แŽแ‰†แ‰ฝแŠ• แ‹จแŠจแแ‰ณ แŒˆแ‹ฐแ‰ฅ แ‹จแˆšแ‹ˆแˆตแŠ• แˆ•แŒ แˆ˜แŠ–แˆญ แŠ แˆˆแˆ˜แŠ–แˆฉแŠ• แ‰ แ‰ฐแˆ˜แˆˆแŠจแ‰ฐ แŠคแ แŠคแˆ แŠ แ‹ฒแˆต 97.1 แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠฅแŠ“ แ‰แŒฅแŒฅแˆญ แ‰ฃแˆˆแˆฅแˆแŒฃแŠ• แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แŠ แ‰ถ แŠ แ‹แˆซแˆชแˆต แŠจแ‰ แ‹ฐแŠ• แŒ แ‹ญแ‰‹แˆแกแก

แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆฉ แ‰ แŒ‰แ‹ณแ‹ฉ แˆ‹แ‹ญ แ‰ แˆฐแŒกแ‰ต แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ต แ‹จแˆ•แŠ•แƒ แŠจแแ‰ณ แŠฅแŠ“ แ‹แ‰…แ‰ณ แ‹จแˆšแ‹ˆแˆฐแАแ‹ แŠฅแŠ•แ‹ฐ แ‹žแŠ‘/แ‰ฆแ‰ณแ‹/ แˆฒแˆ†แŠ•แฃ แ‹จแˆšแŒˆแАแ‰ฃแ‹ แ‹จแˆ•แŠ•แƒ แ‹“แ‹ญแАแ‰ตแฃ แˆตแ‹แ‰ตแฃ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠฅแŠ“ แˆŒแˆŽแ‰ฝแˆ แ‰ แˆ˜แ‹‹แ‰…แˆซแ‹Š แ•แˆ‹แŠ‘ แˆ‹แ‹ญ แ‹จแ‰ฐแ‰€แˆ˜แŒก แ‹แˆญแ‹แˆญ แˆ˜แˆตแˆแˆญแ‰ถแ‰ฝแŠ• แ‰ณแˆณแ‰ข แŠ แ‹ตแˆญแŒŽ แАแ‹ แ‰ฅแˆˆแ‹‹แˆแกแก

แ‹จแŠจแ‰ฐแˆ›แ‹‹ แˆ˜แ‹‹แ‰…แˆซแ‹Š แ•แˆ‹แŠ• แ‰ แ‹จ10 แ‹“แˆ˜แ‰ฑ แ‹จแˆšแˆปแˆปแˆ แˆ˜แˆ†แŠ‘แŠ• แ‹จแŒ แ‰€แˆฑแ‰ต แŠ แ‰ถ แŠ แ‹แˆซแˆชแˆตแฃ แŠ แˆแŠ• แˆฅแˆซ แˆ‹แ‹ญ แ‹ซแˆˆแ‹ แŠ แ‹‹แŒ… 52/2009 แАแ‹ แ‰ฅแˆˆแ‹‹แˆแกแก

แ‰ แ‹šแˆ… แŠ แ‹‹แŒ… แˆ˜แˆฐแˆจแ‰ต แ‰ แŠจแ‰ฐแˆ›แ‹ แ‹จแˆšแŠซแˆ„แ‹ฑ แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แˆแˆ‰ แˆแ‹ตแ‰ฅ แ‰ฐแ‰€แˆแŒฆแˆ‹แ‰ธแ‹ แ‰ แ‹šแ‹ซ แˆ˜แˆ แˆจแ‰ต แ‹จแˆšแŠซแˆ„แ‹ฑ แˆ˜แˆ†แŠ‘แŠ• แŠฅแŠ“ แ‹จแˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แŽแ‰†แ‰ฝ แŒแŠ•แ‰ฃแ‰ณแˆ แ‰ แ‹šแˆ… แˆ˜แˆฐแˆจแ‰ต แŠฅแŠ•แ‹ฐแˆ†แА แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆฉ แŒ แ‰…แˆฐแ‹‹แˆแกแก

แ‹จแˆ•แŠ•แŒป แŠจแแ‰ณ แ‹จแˆšแ‹ˆแˆฐแАแ‹ แŠจแˆ˜แ‹‹แ‰…แˆซแ‹Š แ•แˆ‹แŠ‘ แŠฅแŠ“ แ‹จแˆ•แŠ•แŒปแ‹แŠ• แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆฐแˆจแ‰ต แŠ แ‹ตแˆญแŒŽ แŠฅแŠ•แ‹ฐแˆ†แА แŒ แ‰…แˆฐแ‹แฃ แ‹จแŠ•แŒแ‹ต แŠ แŠซแ‰ฃแ‰ข แ‰ฐแ‰ฅแˆˆแ‹ แ‰ แ‰ฐแˆˆแ‹ฉแ‰ต แŠฅแŠ•แ‹ฐ แˆœแŠญแˆฒแŠฎ แ‹ซแˆ‰ แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แˆ˜แ‹‹แ‰…แˆซแ‹Š แ•แˆ‹แŠ“แ‰ธแ‹ แ‹แ‰…แ‰ฐแŠ›แ‹แŠ• แ‹จแˆ…แŠ•แƒ แŠจแแ‰ณ แŠฅแŠ•แŒ‚ แ‹จแŠจแแ‰ฐแŠ›แ‹แŠ• แŒˆแ‹ฐแ‰ฅ แŠ แ‹ซแˆตแ‰€แˆแŒฅแˆ แ‰ฅแˆˆแ‹‹แˆแกแก 

แ‹แ‰…แ‰ฐแŠ›แ‹ แ‹จแˆ•แŠ•แŒป แŠจแแ‰ณ แ‰ แˆšแ‰€แˆ˜แŒฅแ‰ฃแ‰ธแ‹ แŠฅแŠ•แ‹ฐแ‹šแˆ… แ‹“แ‹ญแАแ‰ต แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แ‹จแŠจแแ‰ณแ‹ แˆ˜แŒ แŠ• แŒˆแ‹ฐแ‰ฅ แŠฅแŠ•แ‹ฐแˆŒแˆˆแ‹ แ‹ซแˆตแ‰ณแ‹ˆแˆฑแ‰ต แŠ แ‰ถ แŠ แ‹แˆซแˆชแˆตแฃ แ‰ แŠ แ‹จแˆญ แ‰ แˆจแˆซ แŠญแˆแˆ แ‰ฃแˆ‰ แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แ‹ฐแŒแˆž แ‹จแˆ•แŠ•แƒ แŠจแแ‰ณแ‰ธแ‹ แ‹จแ‰ฐแŒˆแ‹ฐแ‰  แŠฅแŠ•แ‹ฐแˆšแˆ†แŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

แŠ แˆแŠ• แ‰ฃแˆˆแ‹ แˆแŠ”แ‰ณ แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแแ‰ฐแŠ›แ‹ แˆ•แŠ•แƒ/แŽแ‰…/ แŠ แ‹ฒแˆฑ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ•แŒแ‹ต แ‰ฃแŠ•แŠญ แˆ•แŠ•แƒ แˆฒแˆ†แŠ• แŠจแˆ˜แˆฌแ‰ต แ‰ แˆ‹แ‹ญ 209 แАแŒฅแ‰ฅ 15 แˆœแ‰ตแˆญ แŠจแแ‰ณ แŠฅแŠ•แ‹ณแˆˆแ‹แˆ แŒ แ‰…แˆฐแ‹‹แˆแกแก

แ‹ญแˆ… แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ•แŒˆแ‹ต แ‰ฃแŠ•แŠญ แˆ•แŠ•แŒป แˆแ‹ตแˆญ แ‹แˆตแŒฅ แ‹ซแˆˆแ‹แŠ• แŒจแˆแˆฎ แ‰ฃแˆˆ 53 แ‹ˆแˆˆแˆ แˆฒแˆ†แŠ•แฃ แŠจแˆ˜แˆฌแ‰ต แ‰ แˆ‹แ‹ญ แ‹ฐแŒแˆž แ‰ฃแˆˆ 48 แŽแ‰… แˆ…แŠ•แƒ แŠฅแŠ•แ‹ฐแˆ†แА แŠฅแŠ•แ‹ฐแˆแˆณแˆŒ แŒ แ‰…แˆฐแ‹แค แ‰ แ‰€แŒฃแ‹ญแˆ แŠจแ‹šแˆ… แ‰ แˆ‹แ‹ญ แŠจแแ‰ณ แ‹ซแˆˆแ‹ แˆ•แŠ•แŒป แ‰ แŠ แŠซแ‰ฃแ‰ขแ‹ แˆŠแŒˆแАแ‰ฃ แŠฅแŠ•แ‹ฐแˆšแ‰ฝแˆแˆ แŒ แ‰แˆ˜แ‹‹แˆแข

Via EBC

@etconp
๐Ÿ‘13โค5
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at
its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN
load at its centre? (A) 5 mm (B) 0.5 mm (C) 0.05 mm
Anonymous Quiz
23%
A
49%
B
28%
C
โค8๐Ÿ‘3
The deformation of a spring produced by a unit load is called
(A) Stiffness
(B) Flexibility (C) Influence coefficient (D) Unit strain
Anonymous Quiz
33%
A
24%
B
13%
C
31%
D
๐Ÿ‘9โค2๐ŸŽ‰1
When a uniformly distributed load, shorter than span of the girder, moves from left to right,
then the conditions for maximum bending moment at a section is that
(A) The head of the load reaches the section (B) The tail of the load reaches the section
Anonymous Quiz
27%
A
31%
B
27%
The load position should be such that the section divides it equally on both sides
15%
Load position should be such that the section divides the load in same ratio as it divides the span
๐Ÿ”ฅ6
A number of forces acting at a point will be in equilibrium if
(A) Their total sum is zero
(B) Two resolved parts in two directions at right angles are equal (C) Sum of resolved parts in any two perpendicular directions are both zero
Anonymous Quiz
60%
A
22%
B
18%
C
๐Ÿ‘11
The center of gravity of a triangle lies at the point of
(A) Concurrence of the medians
(B) Intersection of its altitudes (C) Intersection of bisector of angles (D) Intersection of diagonals
Anonymous Quiz
27%
A
26%
B
28%
C
20%
D
๐Ÿ‘12๐ŸŽ‰1
The maximum horizontal spacing between parallel reinforcement bars provided against shrinkage and temperature in slab should not exceed for minimum of _____ or 300 mm

(d : effective width of slab)
Anonymous Quiz
39%
2d
29%
3d
22%
4d
11%
5d
โค7๐Ÿ‘4
3. Moment of inertia of a triangular section with base "b" and height "h" about centre of gravity will be
Anonymous Quiz
12%
A. bh^3/3
56%
B. bh^3/12
26%
C. bh^3/36
7%
D. bh^3/48
๐Ÿ‘9โค1๐ŸŽ‰1๐Ÿ˜ญ1
The examples of different rocks classified on the basis of geological formation as igneous, Sedimentary and Metamorphic rocks are given as options. Identify the INCORRECT combination
Anonymous Quiz
22%
Igneous: Syenite
17%
Metamorphic: Gneiss
42%
Sedimentary: Marble
20%
Sedimentary: Lime stone
โค8๐Ÿ‘6
The unit of payment for the earthwork for embankment is
Anonymous Quiz
4%
Per meter
83%
Per cubic meter
2%
Per number
11%
Per square meter
๐Ÿ‘11โค4
The most accurate cost for a building project is arrived at through
Anonymous Quiz
12%
Cube rate estimate
73%
Detailed estimate
8%
Plinth area method
7%
Preliminary estimate
๐Ÿ‘13โค1
A soil has an average particle size of 0.2 mm, it is predominantly:
Anonymous Quiz
33%
Gravel
30%
Sand
24%
Silt
14%
Clay
๐Ÿ™8๐Ÿ‘2๐Ÿ‘2โค1
In limit state design approach, spacing of main reinforcement controls primarily
Anonymous Quiz
19%
A. collapse
25%
B. cracking
46%
C. deflection
10%
D. durability
๐Ÿ‘8๐ŸŽ‰5โค1