Concrete Formwork Design Financial Management Assignment Help

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1. Design the formwork for a concrete slab 8 in. (203 mm) thick whose net width between beam faces is 15 ft (4.58 m). Concrete will be placed using a crane and bucket. The formwork is estimated to weigh 5lb/sq ft (24.1 kg/m”), Decking will be %in. (l9 mm) Class I Plyform with face grain across supports. All lumber will be Southern Pine. Joists will be nominaI2-in. (50-mm) -wide lumber. One 4-in. (100-mm) -wide stringer will be placed between the beam faces. Limit deflection to ~60 of span length. Commercial shores of 4500 lb (20 kN) capacity will be used. Lateral support will be provided by the beam forms
 
2. Determine the maximum allowable span of nominal 2 X 4-in. (50 X 100-mm) wall form studs carrying a design load of 1000 lb/sq ft (47.9 kPa). Tie stud spacing is 16 in. (406 mm) on center. Use the allowable stresses for Douglas Fir from Table 13-8 and 7-d load duration. Assume that studs are continuous over three or more spans. Limit deflection to YJ60 of span length. Based on the maximum allowable span, check for crushing of studs on double 2 X 4 in. (50 X 100 mm) wales.
 
3. Determine the maximum allowable spacing of nominal 2 X 4-in (50 X 100-mm) studs for a wall form sheathed with nominal I-in. (25-mm) lumber. Assume that the sheathing is continuous over three or more spans and is Hem-Fir. Limit deflection to Y240 of the span length. The design load is 600 lb/sq ft (28.7 kPa).
 

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4. Calculate the design load for the form of a floor slab 8 in. (203 mm) thick if the hand buggies are to be used and the formwork weighs 10 lb/sq ft (48.8 kg/m”), properties given in Table 13-6. Input should include design load, support conditions, allowable deflections, Ply form type and thickness, and whether face grain is across supports or parallel to support
 
5. Develop a computer program to determine the minimum concrete cover over reinforcing bars, the minimum clear distance between parallel reinforcing bars, and the placement tolerances for a specified reinforced concrete design
 

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