About Uncracked and Cracked Section 1. A floor system consist of a 100mm concrete slab supported by continous T-Beam with 9m span, clear distance between webs of 1.2m. Web dimensions are bw = 300mm, effective depth (d) = 540mm. Concrete cover is 700 from the centroid of the bars is subjected to a maximum positive factored moment of 1,000 KN-m. Use f’c = 28Mpa, fy = 420 Mpa uniform weight of concrete is 23.544KN-m. a. What is effective flange of the beam. b. Should the T-beam be singly or doubly reinforced use et = 0.005 c. What is the required tension steel area.

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Q: 4- Is this a safe beam under the action of 120 kN.m moment? d= 55cm, bw-32cm, n=15.

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Q: -Q2.87-. A cantilever beam shown is reinforced with 6-28 mmø at the top and 2-16 mmø at the bottom.…

A: Given:- fc'=20.9 MPafy=412 MPaψt=1.3  for top barsψe=1    Uncounted barsλ=1    Normal weight…

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Q: short direction (assume Ø 10mm). Use

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Q: -Q2.23-. A cantilever beam shown is reinforced with 7- 25 mmø at the top and 4- 16 mmø at the…

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Q: 3. A reinforced concrete beam has gross dimensions of 225mm x 400mm and reinforced for tension with…

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Q: a floor subjected to permanent and variable actions of gl= 6.00 kn/m2 and qk=2.50 kn/m2. calculate…

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A: To find force in member FH

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A: Free body diagram:-

Q: An equilateral triangular plate of side 8ft placed horizontally in a liquid (sp.gr 0.88) in a such…

A: side of the triangular platea=8 ftarea of triangular plateA=34side2A=3482A=27.712 ft2

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Q: SAND Yay 18KN/m -32 2m Water table SAND Yarated 20KN/m -32 3m Dredge line SAND Yatra 20KN/m -32 Find…

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Q: P = 10 Utilize Portl method 1.5P KN P KN F A 1.5 m GH -3 m -3 m E PS 1.5 m, IC -3 m D B 2 m 6 m

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Q: A rectangular beam has a width of 330 mm and an effective depth to the centroid of the tension…

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Q: -Q2.88-, A cantilever beam shown is reinforced with 6- 28 mmø at the top and 3-16 mmø at the bottom.…

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Q: 10 KN 15 KN 10 KN E. 0.9 m 0.9 m A G B IF 1.2m 1.2m 1.2m

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Q: 8. A concrete wall 8ft high and 3ft thick is monolithic with a concrete base. The wall has water…

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A: Dead load = DL = 10 KN/m2 Live Load = LL = 4 KN/m2 f'c = 30MPa = 30 N/mm2 fy = 400MPa = 400 N/mm2…

Q: of the beam

A: Given data As=8-25mm bars (fy=350MPa) depth=500mm

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A: As per bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

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Q: Dead Load= 20 kN/m Live Load= 30 kN/m Unit weight of concrete= 23.56 kN/cu.m f'c= 27.6 MPa fy= 414…

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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.