Tech Sethia
Construct the people dream into reality
DAY 6 | PLINTH BEAM & MURRUM FILLING ποΈ
Strong home starts below ground level πͺ
πΉ After plinth beam casting
πΉ Selected murrum filling in layers
πΉ Proper water sprinkling π§
πΉ Mechanical compaction for zero settlement
Why this matters? π
β Prevents floor cracks
β Controls dampness
β Increases load-bearing capacity
β Long life of flooring & structure
β οΈ ΰ€―ΰ€Ύΰ€¦ ΰ€°ΰ€ΰ₯ΰ€:
Murrum filling without compaction = future repairs
Quality is not visible later,
but its effect is permanent.
πDay 6 done right.
π Building trust, layer by layer.
SiteExecution StrongFoundation
BigInfra YourTrustedHomePartner
Day 5
VN 355 house plan | 25x50 house plan | new house plan | new site visit | update new
Day 3
Day 2 | Footing Excavation in Progress ποΈ | Black Cotton Soil Foundation Work | Site Update
Day 2: Footing Work on Black Cotton Soil π§
βΈ»
Footing excavation work is in full swing and foundation depth has reached black cotton soil level.
Proper planning, correct excavation, and soil consideration are the backbone of a strong & long-lasting structure.
π Footing mat preparation in progress
π§± Black cotton soil handled with engineering precision
ποΈ Quality construction starts from the foundation
Stay connected for more real site updates & civil engineering insights.
βΈ»
Call 9584524886
Day 1 site visit in indore
26/11/2025
Components Of A Load Bearing Structure
1. Coping
A protective top layer provided on parapet walls to prevent water seepage.
2. Parapet Wall
A small wall on the roof edge for safety and protection from wind and rain.
3. Chajja
A small slab projection above windows/doors to protect from rain and sun.
4. RCC Lintel
A reinforced concrete beam placed above openings (doors/windows) to carry the load of masonry above it.
5. Sill Level
The bottom horizontal portion of a window opening.
6. Plinth Level
The level between ground and floor, preventing moisture and providing elevation to the building.
7. DPC (Damp-Proof Course)
A horizontal barrier layer preventing moisture from rising into the walls from the ground.
8. GL (Ground Level)
Natural ground surface around the building.
9. PCC Bed
Plain cement concrete layer provided as a base for masonry work and flooring.
10. Footing Stonework
Stone masonry or concrete footing that transfers the load from walls to the ground.
11. Gravel Fill
A layer placed for leveling and reducing capillary rise of water under floors.
12. Floor Finish
The final smooth surface (tiles, marble, etc.) on which people walk.
13. Sliding Window
A type of window that slides horizontally for ventilation/light.
14. RCC Slab
The structural roof slab is made of reinforced concrete.
15. Weathering Course
A protective top layer on the roof to resist heat and water pe*******on.
Related Hashtag:
Fenglai Bridge: Precision Engineering at Extreme Heights
Chinaβs Fenglai Bridge showcases the next level of steel-arch engineering. Built over a deep canyon, each massive arch segment is lifted, positioned, and aligned with extreme accuracy hundreds of meters above the ground. Advanced wind-control systems stabilize the structure during lifting, while towering temporary supports ensure safety and balance throughout construction. Real-time digital monitoring tracks stresses, alignment, and environmental conditions, allowing engineers to make instant adjustments. This blend of heavy engineering and smart technology reduces risks, improves speed, and guarantees structural integrity. The Fenglai Bridge stands as a powerful example of how modern infrastructure pushes boundaries to deliver safe, durable, and world-class spans.
Video rights : veru_oil_petroleum
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π§± 5 Construction Failures Every Engineer Must Learn From β Before the Site Teaches You the Hard Way
Construction never fails suddenly β
It fails slowly, one ignored detail at a time.
Here are 5 real site failures that happen more often than we admit, and what IS Codes say about preventing them π
1οΈβ£ Honeycombing in Columns & Beams
Cause: Poor compaction + low workability
IS Reference: IS 456:2000 β Clause 13.3
Prevention:
β Adequate vibration
β Correct slump
β Proper shuttering tightness
2οΈβ£ Cracks Due to Improper Joint Placement
Cause: Wrong spacing of contraction joints
IS Reference: IS 11817
Prevention:
β Provide saw-cut joints at correct intervals
β Control shrinkage early
3οΈβ£ Weak Concrete Surface (Dusting)
Cause: High waterβcement ratio + late finishing
IS Reference: IS 10262
Prevention:
β Maintain W/C ratio
β Proper curing duration
4οΈβ£ Settlement Cracks in Masonry Walls
Cause: Differential settlement of foundation
IS Reference: IS 1905
Prevention:
β Uniform soil compaction
β Proper footing design
5οΈβ£ Reinforcement Exposure / Spalling
Cause: Insufficient cover & corrosion
IS Reference: IS 456 β Table 16
Prevention:
β Maintain cover blocks
β Use correct concrete grade
π Why this matters
Every failure tells a story.
The question is β are we paying attention?
π¬ Which construction failure have YOU seen the most on site?
Drop it below β letβs help young engineers learn faster.
Mohammad Umar
Maroof Khan
Mohammad Haider
Mohd Huzaifa Akhtar
21/11/2025
π§± 5 Construction Failures Every Engineer Must Learn From β Before the Site Teaches You the Hard Way
Construction never fails suddenly β
It fails slowly, one ignored detail at a time.
Here are 5 real site failures that happen more often than we admit, and what IS Codes say about preventing them π
1οΈβ£ Honeycombing in Columns & Beams
Cause: Poor compaction + low workability
IS Reference: IS 456:2000 β Clause 13.3
Prevention:
β Adequate vibration
β Correct slump
β Proper shuttering tightness
2οΈβ£ Cracks Due to Improper Joint Placement
Cause: Wrong spacing of contraction joints
IS Reference: IS 11817
Prevention:
β Provide saw-cut joints at correct intervals
β Control shrinkage early
3οΈβ£ Weak Concrete Surface (Dusting)
Cause: High waterβcement ratio + late finishing
IS Reference: IS 10262
Prevention:
β Maintain W/C ratio
β Proper curing duration
4οΈβ£ Settlement Cracks in Masonry Walls
Cause: Differential settlement of foundation
IS Reference: IS 1905
Prevention:
β Uniform soil compaction
β Proper footing design
5οΈβ£ Reinforcement Exposure / Spalling
Cause: Insufficient cover & corrosion
IS Reference: IS 456 β Table 16
Prevention:
β Maintain cover blocks
β Use correct concrete grade
π Why this matters
Every failure tells a story.
The question is β are we paying attention?
π¬ Which construction failure have YOU seen the most on site?
Drop it below β letβs help young engineers learn faster.
Mohammad Umar
Maroof Khan
Mohammad Haider
Mohd Huzaifa Akhtar
or
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