Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth, d = 700. The distance of the centroid of bars from the extreme concrete fiber is 80 mm. The compression steel area is 1953 mm2 and the tension steel area is 4,784 mm2. Use fy = 415 MPa and f’c = 34.5 MPa. Use the NSCP 2015.

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A: Flange thickness (tf) =  4 in = 4 in.Center to Center distance of web (L')  =13 ft. = 13×12 = 156…

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Q: 2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam…

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Q: Problem: Determine the nominal uniform load, w, (including beam weight), which will cause a bending…

A: Given : Overall depth, D = 27" = 686.8 mm Effective depth, d = 24" = 609.6 mm Width, B = 14" = 355.6…

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Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

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Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

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Q: A simply supported wood beam (L = 5 m)with rectangular cross (b = 200 mm, h = 280 mm) section…

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Q: Determine the elongation of the tapered cylindrical aluminum bar caused by the 30-kN axial load. Use…

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Q: Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth d = 700.…

A: Given:Beam width, b=400 mmEffective depth of the beam=700 mmsteel area in compression =1953 mm2steel…

Q: 6-106. The wood beam has a rectangular cross section in the proportion shown. If b 7.5 in.,…

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Q: the given section of beam is at point of maximum moment of the beam loaded shown. use n=8 ,…

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Q: oblem 2: If rigid beam stays horizontal after deformation. sition). Find x (Load A, L E, 1.5A, 1.5L…

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Q: ation 4. The following are the properties of a rectangular beam reinforced with tension only having…

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Q: The simply supported wood beam carries a uniformly distributed load of w = 700 lb/ft, where LAB= 8.0…

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Q: The section of a reinforced concrete T-beam has d= 500mm bf = 600mm t = 100mm bw =…

A: Data Given: d= 500mm bf = 600mm t = 100mm bw = 300mm. diameter of bar = 28 mm # of bars (n) = 12 Fy…

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Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

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Q: The given section of the beam is at acting at the point of maximum moment of the beam loaded shown.…

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Q: 5) Column ABC has a uniform rectangular cross section with b = 10 mm and d = 25 mm. The column is…

A: GIVEN- B=10 mm D= 25 mm  P=4kn F.O.S= 2 E= 200GPa

Q: Determine the following if f'c=21 MPa and f(subscript)y3= 415 MPa a.) balanced steel ratio b.)…

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Q: 4. A reinforced concrete T-beam has b = 750 mm, t = 100 mm, d = 750 mm, bw = 350 mm, mm2, fc' = 20.7…

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Q: What is the value of kip/ft of the uniform load on beam B1 ? What is the value in kips of the point…

A: As per our guidelines we only solve first three subparts ..resubmit the question for remaining part.…

Q: A 5.0m long simply supported reinforced concrete beam has awidth of 350mm and an overall depth of…

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Q: 2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam…

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Q: Determine the force in member CG. The force is positive if in tension, negative if in compression.…

A: Given, F1= 10kips F2= 13kips F3= 13kips Find, force in member CG.

Q: 3- Calculate the moment carrying capacity of the beam shown? Choose the rec reinforcement to carry…

A: What is the moment carrying capacity of the depicted beam? Choose the appropriate steel…

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Q: A simply supported rectangular concrete beam having a width of 280 mm and an effective depth of 500…

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Q: A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer…

A: Given Data: The diameter of a stirrup is d=10 mm The Compressive stress is fc=28 MPa The tensile…

Q: A rectangular beam has b = 300 mm and d= 600 mm. Concrete compressive strength f'c = 20.7 MPa and…

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Q: Problem 4. A reinforced concrete beam having a simple span of 8m is reinforced for tension with…

A: Length of effective span  = L = 8m Area of steel  = Ast = 1963mm2 Width of beam = b = 350mm…

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.