Please provide a step-by-step solution, with"Given:","Find:", and"Solution:" format, for the problembelow. Please be sure to include any tables, values, and referencesrequired to arrive at the solution you provide so that the processmay be repeated for other values.
Vertical Formwork Design
Given: Design formwork for a 6-ft-high wall.The concrete is to be placed at a rate of 2 ft/hr and will not bevibrated. Concrete temperature is expected to be 50?F. Use standardweight concrete, Type 1 cement, 3 in slump, with no admixtures. Themaximum allowable deflection of bending members is to be 1/360 ofthe span. Use ¾ in Class I plyform for the sheathing withface-grain across the supports. Use 2x6 Hem-Fir No. 2 for the restof the lumber and double-wales. Assume all bending members to besupported on three or more spans. Ties available for use have anallowable load of 5000 lb. Show all work.
Find: Design the formwork for this slab.
Solution: Show all your work.
