To be classified as a tile, a unit must have what percentage voids?
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- Describe the single wall core barrel.complete solution please with FBDConcrete Hollow Block 200mm H x 400mm L x 150mm thick per piece and Laying 4 layers x 4 meters excludingthe doorway, is reinforced with 10mm diameter steel bars at every 3 layers horizontally and 0.60 meters oncenter spacing for vertical bars.a) What is the total area of the CHB installed or laid? A=? in square metersb) How many blocks are required? N=? pieces Provide Wastage Factor = 3% in pieces of CHBc) How much mortar or grout is required in CHB laying? In cubic meterd) How many bags of cement is needed if Class B 1:3 Mixture is required? WF=3% No. of 40kg bagse) Find the volume required for the fine aggregate if WF sand = 15%, in cubic metersf) How many pieces of 10mm diameter x 6 meters long rebar must be ordered? In piecesg) What will be the total mass of the reinforcing steel bars, in kilogram? In kilograms
- choose true or false The No.4 sieve has 4-inch wide openingsDetermine the quantity of the following materials to be use for wall (H=1.50m, W=3.00m, L=5.00 m.), Floor dimensions = 3.00 x 5.00m. a. 40 x 40 cm. glazed wall tiles; b. 60 x 60 cm unglazed floor tilesThe number of blows and moisture content are in the graphs attached. Please answer all parts.
- Estimate the quantity of cement bags, sand and gravel in cubic meter, and water in gallons per floor level sections. A. Substructure (including footings) and ground floor Beams Columns Slab Note: Above the roof deck, steel railings will be used at the perimeter of the building; no masonry work at this part. Only concrete columns extending from the second floor. Bathroom is 2.8 meter by 4 meter. Itemize quantities per floor level using the format below: A. Exterior Walls (six inches thickness) CHB Fill Block Laying Rough Plaster (both sides 3/4in) Smooth Plaster (both sides) B. Interior Walls (four inches thickness) CHB Fill Block Laying Rough Plaster (both sides 3/4in) Smooth Plaster (both sides)Given a typical interior two-way slab panel that is monolithic with beam supports on all sides. Material strengthspecifications are: fc’ = 28MPa and fy = 415 MPa. Total factored uniformly distributed load (including self-weight), wu =13.34 KPa. Using NSCP 2015 code provisions for two-way slabs, what is the required minimum thickness for the givenpanel? La = 6.4m assume: moment of inertia for the beams = 6.25 x 109 mm4Lb = 8m α for the 6.4 m beams = 1.17L1 = 6.55m α for the 8 m beams = 1.46L2 = 8.15 m A. 148.5 mm C. 204.1 mmB. 163.3 mm D. none of the above