Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A concrete masonry unit has actual gross dimensions of 7@5/8′′ * 7@5/8′′ *7@5/8′′. The unit is tested in a compression machine with the following results:Maximum failure load = 83 kipsNet volume = 312.7 in.3a. Is the unit categorized as solid or hollow? Why?b. Calculate the gross area compressive strength.c. Calculate the net area compressive strength.arrow_forward2- A steel food is stretches between two rigid walls and carries a tensile load f 6000 N at doc. If the allowable stress is not to exceed 130 MPa at -24°C, what is the minimum diameter of the rod ? Assume + = 11.7 (106) M/C and E= 200 GPa. ST + 7 P=6000 8 Figure: P&CON Larrow_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_forward
- A concrete cylinder sample has a diameter of 6 inches and a height of 12 inches. The maximum load carried by the sample after its failure is 500 KN. Determine the compressive strength of the sample in psi. (use 1lbf = 4.45 N, round-up your answer to the nearest whole number that is divisible by 5, no need for unit)arrow_forward2. According to Section 10.2.3 of AC, the maximum usable strain at extreme concrete compression fiber shall be assumed equal to a. 0.004 b. 0.005 c. 0.003 d. 0.002 e. 0.001 f. 0.008arrow_forwardsolve the following problems 1. A concrete has a height of 5 meters and has unit area of 3 m². It supports a mass of 30,000 kg. Acceleration due to gravity (g) = 9.81 m/s². Young's modulus of concrete = 20x 10¹ N/m² Determine (a) the stress (b) the strain (c) the change in height.arrow_forward
- Please help by showing ALL steps I am trying to see what I am doing incorrect on don't just want the answerarrow_forwardA concrete test cylinder is 150mm in diameter and 300mm in length. During an axial compression test the diameter increased by 0.1399 mm and the length decreased by 0.397 mm. The concrete has an ultimate compressive strength of 21Mpa, Ec=20,000Mpa. Compute the compressive load that caused the above deformationsarrow_forwardThe concrete post in the figure is reinforced axially with four symmetrically placed steel bars, each of cross-sectional area 900 mm?. Compute the stress in each material when the 1000-kN axial load is applied. The moduli of elasticity are 200 GPa for steel and 14 GPa for concrete. Bearing | 1000 kN plate Steel Concrete 300 mm 300 mm Section a-a The stress in concrete = MPa (use up to 4 significant figures). The stress in steel = MPa (use up to 4 significant figures).arrow_forward
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