Calculate the lateral concrete pressure for a wallformwork….
Calculate the lateral concrete pressure for a wallformwork. The wall is 15′ high, 30′ long and 1′ thick. Concrete will be placed in 2 hours. Cement is type 1 with retarders and is normal weight (150 pcf). Temperature is 80°F, Slump is 6″ and vibration depth is 3′. Calculate minimum and maximum required concrete pressure.
Read DetailsExercise 1- The final design for a wall formwork is as follo…
Exercise 1- The final design for a wall formwork is as follow: Concrete lateral pressure=720 psf Wall height is 12′ Wall length is 40′ Wall thickness is 12″ Materials: 2×4 No 2 Douglas Fir-Larch 7/8 in. B-B Plyform Class I Snap Ties 2800 lbs Wedges are 1.5″x4″ Final design: Stud spacing = 12 in Wale spacing = 24 in (design uses double wales) Tie spacing = 20 in Bracing spacing = 10 ft
Read DetailsThis is the same fact pattern as that above – Question 1 par…
This is the same fact pattern as that above – Question 1 part b Mathis Family Dentistry Corporation is owned as follows: Josh – 200 shares Josh’s son, Jack – 200 shares Dale – 300 shares Wind River Family Dentistry Corporation – 300 shares Jack owns 40% of Wind River Family Dentistry Corporation. Dale is unrelated. Mathis Family Dentistry redeems all of Josh’s shares for $55 per share on 12/31. Josh’s AB in his Mathis Family Dentistry stock was $6,000 ($30 per share) prior to the stock redemption. Assume Mathis Family Dentistry has total E&P of $150,000. B. Are there any other options available to Josh if he fails to qualify for sale/exchange treatment under the bright line tests? Justify your answer.
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