04: Calculate the allowable axial load for the driven pile of ( 0.5 m ) dia. And ( 20 m) depth, in a layered soil as shown in fig.. Use F.S. = 2, K, -1.5, tan ô - 0.5. 2 m cley E W.T C. 70 Kpa 71 17 kN/m 6 m Cay 4 m C, -180 Kpa h- 20 kN/m 2.5 Sand 8m O -32 Y- 19 kN/m Ng 23.18

Q: Are both of these graphs below or above the x axis?

A: Data Given: Asked: Shear Force and Bending Moment Diagram

Q: can you explain part 3 in more detail as i cannot understand it

A: height 2 m, cross-section 50 mm x 24 mm The strut is pin supported at both ends. The pin allows…

Q: what is mean by the riser in drawings *

A: To Determine Definition of the term Riser used in the Drawings.

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A:

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A: Resident engineers or civil engineers are a construction profession that regulates the project…

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A: There are several aspects where the standards are followed internationally. In case of traffic…

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A: 1. Definition of Hydrostatic Pressure:Hydrostatic pressure* refers to the pressure exerted by a…

Q: What are Relevant Matters?

A: Relevant matters area unit noted in some construction contracts, like JCT contracts. A relevant…

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.