What is the pressuremeter test? Explain the procedure in brief with figures. How are its results used in the calculation of bearing capacity
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What is the pressuremeter test? Explain the procedure in brief with figures. How
are its results used in the calculation of bearing capacity?
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- 7.compute failure function 8. compute principal stressWhat is Schmidt Hammer Test & Point Load Test? pls explain BrieflyA square footing with 1.5m x 1.5m in dimentions, if the the friction angle of the supporting soil is 25, and its unit weight is 17.5 kN/m3; the value of the third term of ultimate bearing capacity (according to general shear failure equations) is: a. 117 kN O b. 88 kN/m2 O c. 117 kN/m2 d. 88 kN
- 3. A 1.5 ton crate is hoisted by three steel wires. Each wire is 4" in diameter and each carries one third of the load. Determine the stress in the wires.What is the practical difficulty in defining the values and effects of factors in the general bearing capacity equation.Determine the magnitude and location of rsultant, R of the loading shown relative to the free end. Show complete solution.
- PROBLEM: A singly reinforced beam of dimension 200 x 350 is reinforced with 3-25mm at the bottom. If the concrete has a compressive strength of 17MPa and the steel has a yield strength of 415 MPa, determine if the beam can carry a uniform distributed load of 18 kN/m dead load. The beam has a length of 5m with 40mm concrete clear cover, 10mm enclosed stirrups, and Es= 200 GPa. Use LRFD in the analysis. WDL = 18 kN/m L = 5 mWhen can the flexure formula be applied?What is the Split-tension test? How it is different from the Flexure Strength Test?
- Give me right answer with short explanation. Note: If you don't know the answer please leave it but don't give me wrong answer. When revising the characteristic value of the subgrade bearing capacity, which of the following statements is correct ( ) (multiple choices)A. If the width of the foundation is less than 3m, it shall be taken as 3m; if it is greater than 6m, it shall be taken as 6m. B. If the filling is carried out after the superstructure construction, the buried depth shall be calculated from the filling surface. C. The characteristic value of subgrade bearing capacity determined by deep load test does not need depth correction. D. For the basement, if box foundation is adopted, the buried depth shall be calculated from the indoor ground.The methods to determine the characteristic value of subgrade bearing capacity are ( ) (multiple choices) ◼A. Load test ◼B. Look-up tables of the specification ◼C. Formula calculation ◼D. Requirements of construction departmentA 500-N concrete block is to be lifted by the pair of tongs shown. 500 N 45 mm 90 mm 45 mm 90 mm 75 mm D 105 mm E 360 mm 315 mm 500 N G Determine the normal force (this is horizontal) in N perpendicular to the friction force on each tong in contact with the block.