Title: Design of Beam in Flexure (WSD Method) PROBLEM: Design the beam to resist the loads shown. Take fc = 9 MPa, fs = 124 MPa, n = 11, bar diameter = 20 mm. Take b = d/2. Use WSD method. As Gomm 20 KN lo KN/m 8 KN/m Sm 3m

Q: Q2: The reinforced concrete Isolated T-Beam shown in Figure 2, carried uniform distribution live…

A: wLL = 35 KN/mwDL = 30 KN/mfc' = 28 MPafy = 420 MPa

Q: Determine the force of member BD. Include a negative sign if the answer is in compression. Indicate…

A:

Q: by 늘 wo B 늘 C X

A: Given Data:Length L=6.3md=300mmbf=215mmtf=14mmtw=10mmIt is required calculate the largest intensity…

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A: Shear stress, twisted angle and it has been asked to determine diameter and power. Please refer step…

Q: art 1 The simply supported beam below is initially designed to undertake a concentrated factored…

A: According to given data

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A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

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A: Given:Required:Maximum bending stress at point A and B

Q: For the given properties of the b determine the safest wy that th bf = 850mm

A:

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.