0) The slab shown below is loaded with D = 8 kN/m² and L= 4 kN/m². All beams are mm in width and 600 mm in depth and all columns are square with side length of mm. If the slab is 200 mm thick and is reinforced with 10 mm diameter bars in directions, then: (a)Calculate the design moment of the slab at A. (b)Calculate the uniformly distributed load on heam B1

Q: 2. Another reinforced concrete beam has the following properties: • fy= 60 ksi • f= 5,000 psi • As =…

A: Given Data fy = 60 ksi fc = 5000 psi As = 3.01 in2 b = 12 in d = 20 in

Q: Please show all your work clear, Thank you for your help!

A: Step 1:if helpful please rate this answer.....thank you

Q: -3 m 250 mm 200 mm The beam has a rectangular cross section with width b = 200 mm and height stress…

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Q: machine supporting structure consists of a hollow pipe of external diameter200 mm and wall thickness…

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Q: 4. A timber beam triangular in section of base 100 mm and altitude 200 mm carries the loading as…

A: The bending moment of the beam is maximum at the shear force zero.  Maximum flexural…

Q: A timber beam is 100 mm wide and 150 mm deep. The beam is simply supported and carries a central…

A: Width of the timber beam =100 mm, Depth=150 mm, Central concentrated load of the Simply supported…

Q: Q1) A cantilever reinforced concrete beam with rectangular section (as shown in Fig. 1) carries a…

A: P = 30KN W = 20KN/m For finding moment capacity in cracked section we have to remove steel and…

Q: The beam with cross-section shown carries a uniformly distributed load of intensity w over its…

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Q: 5. A reinforced concrete beam has a width of 300 mm, an effective depth of 500 mm and is reinforced…

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Q: The steel pipe is filled with concrete and subjected to a compressive force of 80 kN. Determine the…

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Q: 100 KUMT emm 130 1 5 m 25 kNm • At the top of the beam . At the neutral axis At the bottom of the…

A: Given: Required : At B, normal stress at top,  bottom and neutral axis  At A,  normal stress at…

Q: A simply supported wood beam with overhang subjected uniformly distributed load q. 3 m 200 mm Ⓡ The…

A:

Q: Problem The composite bar system in Figure 4.8 consists of a steel bar and a bronze bar that are…

A: Given data:- The given total applied load, P=42000 lb The area of the steel bar, AS=1 in2 The given…

Q: ind the maximum flexural stress in the bottom material.

A: GIven Data :-  M = 6.5 kN-m b=175 mm t bottom = 200 mm Flexural stress = M * y / I I = 175 *200 ^3 /…

Q: The transverse reinforcement of the beam-column joint is a rectangular closed stirrup, which must…

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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.