A concrete column 16" X 16" square, 20 ft high is poured in 14 min. Calculate the resulting pressure distribution on the formwork, assuming that the concrete temperature is 55 deg F


A concrete column 16" X 16" square, 20 ft high is poured in 14 min. Calculate...
1. A square column measuring 15 cm on each side is poured with concrete (stone mix) with a 2.5 cm diameter circular pipe in the center. The pipe carries hot water such that the surface of the pipe is maintained at a constant temperature of 80 °C. Calculate the temperature of the column surface if the heat transfer in the column is 200 W per meter of column length
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· A square shape (16 in. X 16 in.) precast concrete pile is installed shown below. Calculate the Shaft Resistance (kips) of this pile using a method (15 pts). Silty clay y = 118 lb/ft? C = 700 lb/ft? Groundwater table Silty clay Yesu = 122.4 lb/ft? C, = 1500 lb/ft? 16 in
Problem 16 (16%) A 24 in x 24 in square reinforced concrete column consists of PCC and steel rebar. The rebar are oriented parallel to the longitudinal dimension of the column. The properties of each component are provided in the table below: Material % of Composite (by vol.) Modulus of Elasticity Density Failure Stress Steel Rebar Dispersed Phase) 4% 29 x 106 psi 490 lb/ft3 36 x 103 psi PCC (Matrix Phase) 96% 3.37 x 10° psi 150 lb/ft3 3.5...
Question #2 (20 points) A (a) A Composite column made of reinforced concrete was constructed on a very rigid foundation. The column was constructed at 25 °C and in this temperature, there was no stress in the system. The column is exposed to axial loading (or stress) of 2000 psi as shown in the picture. The column has a thickness of 8 in, a width of 3 in, and a length of 13 ft. Six #6 longitudinal bars (each has...
8. Find the necessary reinforcement for a square column (16 in x 16 in) to carry a factored load Pu = 265 kips and a factored moment M, of 320 ft-kip. Assume #4 ties, f'c = 4000 psi and fy = 60,000 psi. Include the spacing of the ties assuming that the acting shear is negligible (<<V/2).
Design the wood wall formworkfor a 14’ - 10” (14.8 ft) high wall to be placed at the rate of pour of 4 ft per hour, internally vibrated. Assume the mix is made with Type I cement, with no pozzolans or admixtures, and that the temperature of concrete at placing is 75oF. The unit weight of concrete is 150 lbs/ft3with a slump of 3 inches. The forms will have continuing reuse. Assume that deflection is limited to l/360 of the...
Design the wood wall formworkfor a 14’ - 10” (14.8 ft) high wall to be placed at the rate of pour of 4 ft per hour, internally vibrated. Assume the mix is made with Type I cement, with no pozzolans or admixtures, and that the temperature of concrete at placing is 75oF. The unit weight of concrete is 150 lbs/ft3with a slump of 3 inches. The forms will have continuing reuse. Assume that deflection is limited to l/360 of the...
Q4. An industrial building is to be supported on a series of 14 -in square prestressed concrete piles which will be driven 45 ft into the following soil profiles:Depth (ft)Soil classificationFriction angle phi^(') (deg)Relative density D_(r)N_(60)Unit weight gamma (lb//ft^(3))0-10.0Silty sand (SM)3340%1210010.0-16.5Sandy silt (ML)3150%1611016.5-35.0Fine to medium sand (SW)3562%3012535.0-65.0Well-graded sand (SW)3768%35126The groundwater table is at a depth of 15 ft and all of the strata may be assumed to be normally consolidated. These piles have been designed without the benefit of any...
Name: 2. A rectangular 14 x 18 in. column is reinforced with six No. 1 below. The concrete compressive strength, 5,000 psi 0 rebars as sh and the steel yield strength, = 60,000 psi. ) Calculate the axial load d carrying capacity of the column dPn, assuming concentre of the loading (b) If the shape of the column is changed to circular (without changing the concrete rea) with spiral reinforcement, calculate the increase in load carrying capacity o the column....
A 20 ft. high column shortens by 6 inches under a load. What is the resulting strain in the column Select one: ○ a. 0.5 O b. 0.5 in ○ c. 0.025 d. 0.025 in Materials with a moisture permeability of s 1 perm are typically called "vapor retarders". Select one: O True O False An L 3-1/2x3-1/2 x 1/4 weighs per linear foot. Select one: 0 a. 0.25 lb b. 3.5 lb lì.Ο c. 5.8 lb 0 d. to...