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BT 3

The document provides guidelines for concrete mix classes, detailing the ratios of cement, sand, and gravel for different classes, along with an example calculation for a slab. It outlines the pre-construction, construction, and post-construction processes, emphasizing planning, execution, and maintenance. Additionally, it compares reinforced concrete and structural steel, listing their pros and cons, and includes vernacular terms related to structural and foundation elements.
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0% found this document useful (0 votes)
2 views3 pages

BT 3

The document provides guidelines for concrete mix classes, detailing the ratios of cement, sand, and gravel for different classes, along with an example calculation for a slab. It outlines the pre-construction, construction, and post-construction processes, emphasizing planning, execution, and maintenance. Additionally, it compares reinforced concrete and structural steel, listing their pros and cons, and includes vernacular terms related to structural and foundation elements.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as DOCX, PDF, TXT or read online on Scribd
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BT 3

CLAS MIXTURE CEMENT SAND GRAVEL


S

AA 1:1½:3 12 .5 10

A 1:2:4 9 .5 10

B 1:2½:5 .75 .5 10

C 1 : 3 :6 6 .5 10

CLASS C

U have a slab that is 5by3 with a thickness of 0.10

V = 3 X 5 X 0.10 = 1.5M^3

C = 1.5M^3 X 6 = 9 BAGS
S = 1.5M^3 X .5 = .75 cu. m
G = 1.5M^3 x 1 = 1.5 cu. m

Concrete Mix Classes (per 1 m³ of concrete)

Mixture by ratio (cement : sand : gravel) with typical take-off—your instructor’s simplified set.

Class Mix Cement (bags) Sand (m³) Gravel (m³)


AA 1 : 1½ : 3 12 0.50 1.00
A 1:2:4 9 0.50 1.00
B 1 : 2½ : 5 7.5 0.50 1.00
C 1:3:6 6 0.50 1.00

Corrections from your table:

 Write 1.00 m³, not “10”.


 Class B cement is 7.5 bags, not “.75”.

Notes: These are classroom approximations. Detailed specs (aggregate size, moisture, slump) can shift the volumes a bit.

Your Slab Example (Class C)


Slab: 5 m × 3 m × 0.10 m
Volume: V = 3 × 5 × 0.10 = 1.5 m³ ✅

Using Class C factors (per 1 m³): Cement 6 bags, Sand 0.50 m³, Gravel 1.00 m³

 Cement = 1.5 × 6 = 9 bags ✅


 Sand = 1.5 × 0.50 = 0.75 m³ ✅
 Gravel = 1.5 × 1.00 = 1.50 m³ ✅

Add waste/contingency (recommended 5–10%):

 Cement ≈ 9.5 to 9.9 bags → buy 10 bags


 Sand ≈ 0.79–0.83 m³
 Gravel ≈ 1.58–1.65 m³

Pre-Construction

 Planning – scope, drawings, specs, schedule, method statements


 Financing – budget, cashflow, contingencies
 Processing – permits (building, excavation), barangay clearances, utilities
 Procurement – materials take-off, RFQs, supplier selection, contracts, delivery plan

Construction

1. Clearing – remove debris/vegetation; temporary fence


2. Site layout & staking – benchmarks, string lines, batter boards
3. Excavation – to required depth; compaction & base prep
4. Foundation – lean concrete (if needed), footing/rebar, pour
5. Laying of CHB – plumb/level, vertical/horizontal bars, grouting
6. Framing – columns, beams, slab forms & shoring, rebar install, MEP sleeves
7. Lock-up – roof, doors/windows, exterior walls closed; secure utilities rough-ins
8. Finishing – plastering, tiling, ceilings, paint, fixtures, trims, final MEP hookup

Post-Construction

 Reuse – keep excess forms/rebar offcuts for future works


 Recycle – segregate steel, cardboard, plastics; proper disposal
 Maintenance – punch list, O&M manual, schedules (sealants, paint, HVAC filters)

Reinforced Concrete vs Structural Steel — Pros & Cons

Reinforced Concrete (RC)

Pros

 Good in compression; with rebar, handles most building loads well


 Fire and corrosion resistant; low maintenance
 Excellent mass for sound and thermal performance
 Can form complex shapes; commonly available materials

Cons

 Heavier → larger foundations, transport effort


 Slower: formwork, curing time (schedule impact)
 Harder to modify later (cutting/chiseling)
 Quality depends on batching, placement, vibration, curing

Structural Steel

Pros

 Fast erection, high strength-to-weight, longer clear spans


 Prefabricated accuracy; easy to modify/extend later
 Smaller foundations due to lighter weight
 Clean site (less wet work)

Cons

 Requires fire protection (intumescent paint/encasement)


 Needs corrosion protection (paint/galv), ongoing inspections
 Fabrication tolerances & connections require skilled labor
 Price can fluctuate with market/availability

Quick reinforcement tip for a 100 mm slab (general guidance only)

 Typical light-duty: 10 mm bars @ 200 mm each way (top for negative moments over beams, bottom mid-span), 25–40 mm cover.
 Always check your span, loads, and local code/structural design before finalizing.

VERNCULAR WORDS

Structural & Foundation

 Sapatos / Pundasyon → Footing / Foundation


 Haligi sa ilalim / Poste sa pundasyon → Pier
 Haligi / Poste → Post / Column
 Biga / Madre de biga → Girder / Beam
 Sepo → Girt / Bridging / Horizontal Stud
 Planchuela → Fish Plate
 Bintelada / Suleras → Lintel / Header Joist
Wall Framing

 Plate (Itaas) → Top Plate


 Sililya / Plate (Ibaba) → Bottom Plate / Sole / Partition Sole
 Barakilan / Stud → Vertical Stud / Common Stud
 Trimmer Stud / Barakilan ng Bintana o Pinto → Jack Stud (Over / Under)
 Gilid ng Bintana o Pinto → Jamb Stud / Secondary Jamb Stud
 Sepo / Gitna ng Stud → Nogging / Bridging / Horizontal Stud
 Cap Plate → Partition Cap
 Trimmer Plate / Pang-ibabaw na Suleras → Head Trimmer

Floor Framing

 Soleras / Soleras ng Sahig → Floor Joist


 Pinagdikit na Soleras → Joist Splice
 Sangkal / Harang → Solid Blocking
 Sililya / Plate sa Sahig → Sill
 Taktak / Base ng Sahig → Subfloor

Roof Framing

 Kaballete / Tuktok na Tabla → Ridge Board


 Kabalyo / Rafter → Rafters
 Patig-ilid / Kabalyo sa gitna → Collar Tie
 Suporta ng Rafter / Bracing → Rafter Brace
 Kaballete ng Kanto → Hip Rafters
 Kaballete ng Lambak → Valley Rafters
 Kabalyo na putol → Jack Rafters
 Soleras ng Kisame → Ceiling Joist
 Purlina → Purlin
 Konsola ng Purlina → Purlin Cleat
 Tablang Bubong / Base ng Yero → Sheathing
 Harapan / Dulo ng Bubong → Gable Ends
 Fasya / Tabla sa Gilid ng Bubong → Fascia
 Sofito / Soporte sa ilalim ng Bubong → Soffit

Truss Members

 Poste sa Gitna ng Truss → King Post


 Dalawang Poste sa Truss → Queen Post
 Biga sa Ilalim ng Truss → Bottom Chord / Tie Beam
 Rafter ng Truss → Top Chord

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