6IT.I 26KYm 7m Use three moment equations 180KN FM 5m B Im 3m Han Ar E = 110 GPa I=2010 x 10 mm Det. a.) MB flm Fur b.) Mc 0.8KM D c.) Mmax 0.3mm. d.) RA e.) Rc

Q: T- 15 to Fr For THE BEAM SHOLI ABOVE: ル-) De1EセMiIE THE う2eretionら。 - 1)ORAて THE クHE OIAGEAM、 3)…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Find I and Vab in the circuit of Fig. 30 V (+ 10 V 302 a + Vab 502 www A P U ASIA PACIFIC UNIVERSITY…

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Q: *16-12. The power of a bus engine is transmitted using the belt-and-pulley arrangement shown. If the…

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Q: Example (6): Check the design Adequacy fc=21 Mpa, f = 280 MPa 520 mm 460 >

A: The factored moment of the beam = 40.71 kN.mThe characteristic strength of concrete = f'c =21 MPaThe…

Q: Problem Statement Based on Problem 5-87 from the textbook. Both pulleys are fixed to the shaft and…

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Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.