Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 21. The column of reinforced concrete is loaded with P = 8000 lbs. The modulus of elasticity (E) is 4.2E6 psi and the Poisson ratio is 0.15. 16in 16in What is the normal stress along section b-b? a. -15.625 psi b. -7.81 psi c. -2.60 psi d. -11.04 psiarrow_forward0 ww C. 6.31 A concrete mix includes the following ingredients per cubic foot: a. Cement = 25 lb b. Water = 11 lb c. No admixture Table P6.31 shows possible changes that can be made to the mix ingredi- ents. Indicate in the appropriate boxes in the table what will happen in each case for the workability and the ultimate compressive strength as increase, decrease, or approximately the same. TABLE P6.31 to dignope Cement (lb) 25 28 25 25 25 25 25 amigur Water (lb) 15 11 11 8 11 11 11 Admixture None None Water reducer Water reducer Superplasticizer Air entrainer Accelerator What Will Happen? www.10345 Ultimate Compressive we Strength Workabilityarrow_forwardHow does the concept of "creep" affect the design life of concrete structures subjected to sustained loading over decades?arrow_forward
- Determine the long-term elastic modulus of elasticity for M 25 grade of concrete as per the provisions of IS 456:2000 if the present calculated strain and ultimate creep strain is 0.001 and 0.0025 respectively.arrow_forwardA hollow concrete masonry unit has an actual dimension of 150mm x 200mm x 400mm(W x H x L). The unit was tested in a compression machine with the following result.Failure load = 1,200 kNNet volume = 4,400,000 mm3Determine: a) the gross area compressive strength.b) the net area compressive strength.arrow_forwardA reinforced concrete tie has a square cross section of 8 in. × 8 in. and is reinforced with 8 # 5 steel reinforcing bars Grade 60. If the concrete has a 28-day compressive strength of 4000 psi , calculate the cracking and factored tensile forces that can be supported by the tie.arrow_forward
- A hollow concrete masonry unit has an actual gross dimension of 150mm x 200mm x 400mm (width x height x length). The net volume is 10,000,000 mm3. Calculate; a.) the gross area compressive and b.) the net area compressive if the failure load is 500,000N.arrow_forwardA standard brick (dimensions 8 in. x 4 in. x 2.5 in.) is compressed lengthwise by a force P, as shown in the figure. 8 in. 4 in. 2.5 in. If the ultimate shear stress for brick is 1,753 psi and the ultimate compressive stress is 4,300 psi, what force Pmax is required to break the brick? (Enter the magnitude in Ib.) Ibarrow_forwardThe concrete in the core of a spiral column is sub- jected to a uniform confining stress o, of 680 psi. What will the compressive strength o be? The un- confined uniaxial compressive strength is 5000 psi.arrow_forward
- the last part is where I'm having trouble..arrow_forward10arrow_forwardA concrete pier 12 in x 12 in section is 6 ft long and shortens a total of 0.05 in when it is loaded by a 300 kip axial load. Assuming a stress strain relationship that is approximately linear determine the E value for this concrete.arrow_forward
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