A 300mm x 425 rectangular beam is reinforced for tension only with 4-28mm bars. The beam has a concrete cover of 40mm and a stirrup of 10mm diameter bar. The beam carries a live load and a dead load (without its self-weight). Given that unit weight of concrete is 24kN/ cu.m f'c = 21 MPa and fy = 414 MPa, calculate the additional concentrated live load as shown in the figure.

Q: The properties of the reinforced concrete beam are b = 300 mm, d = 480 mm, Ast = 1306 mm2, and Est /…

A: Given data: b=300 mmd=480 mmAst=1306 mm2m=10σc=16.7 MPaσs=104.8 MPa Assuming cover as 20 mm D=500 mm…

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

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Q: Fc'=28MPa Mmax=+320 kNm Determine the ff: 1. Cracking moment (kNm) 2. Compress stress felt by…

A: Since you have posted a question with multiple sub-parts, we will solve first three subpartsfor you.…

Q: The properties of the reinforced concrete beam are b = 314 mm, d = 467 mm, Ast = 1047 mm2, and Est /…

A: Given data b = 314 mm d = 467 mm Ast = 1047 mm2 fc = 17.9 MPa fs = 103.2 MPa n = 9 Using…

Q: The compressive strength of concrete cube is 2.67 N/mm^2. Calculate the load acting on the cube…

A: Given:Compressive strength of the concrete cube,σc=2.67 N/mm2side of the cube, a=15 cm or 150 mm

Q: he slab has beam between all supports which are poured monolithically with the slab as shown in the…

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A: NOTE : the given data is Indian standard data

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Q: Q1) Slab system consist of two-way slab panels shown in Figure below, subjected to superimposed dead…

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Q: b) The rectangular section shown below is subjected to a moment of M=257kN.m. Assume a cracked…

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Q: thick. It supports an axial load of 1,000 kN. E for timber is 10 GPa and for steel, E = 200G 10 200…

A: Because of strain compatibility                 δsteel =δtimber   σsteel LEsteel =σtimber LEtimber…

Q: Problem-C. A doubly reinforced rectangular concrete beam has a width of 30mm and an effective depth…

A: Given- Doubly reinforced rectangular concrete beam, Width b=30 mm, Effective depth d=500 mm, It is…

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Q: 1.B. Compute for the total Ig of the section O 100,000,333 mm^4 O 108,333,333.33 mm^4 133,333,333.33…

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Q: Problem 4.35 A Part A Column AB is made from high strength pre-cast concrete and reinforced with…

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Q: TITLE: ANALYSIS OF Reinforced Concrete Beams (SERVICEABILITY REQUIREMENTS). PROBLEM: Check the…

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Q: The properties of the reinforced concrete beam are b = 315 mm, d = 460 mm, Ast = 1102 mm2, and Est /…

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Q: A 3 m concrete column 300 mm in diameter is reinforced with 5 - 15M steel rods (reinforcing bars).…

A: Given: Diameter of the column   D=300 mmarea of column  A=π4×D2=π4×3002=70685.83 mm2Area of the…

Q: Fc'=28MPa Mmax=+320 kNm Determine the ff: 700 mm 1. Cracking moment (kNm) 2. Compress stress felt by…

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Q: A RECTANGULAR ALUMINUM BLOCK IS 110mm LONG IN THE X DIRECTION, 70mm WIDE IN THE Y DIRECTION AND 85mm…

A: Given data: Force in X direction = 210 kN compression  Force in Y direction = 170 kN Tension Force…

Q: Q1: Find the Maximum Uniform Live Load can be applied on the beam shown in Fig.(1) so that no…

A: Given:?′? = 23 ????? = 400 ???? = 300 ??? = 600 ???′ = 60 ??? = 600 − 60 = 540 ?? Ast = π×252=1962.5…

Q: A RECTANGULAR ALUMINUM BLOCK IS 40mm LONG IN THE Y DIRECTION, 20mm WIDE IN THE Z DIRECTION AND 25mm…

A: Given:- σx=7kN Compressionσy=2kN Tensionσz=9kN CompressionPoisson's ratioμ=14=0.25E=70GPa=70 kNmm2…

Q: The properties of the reinforced concrete beam are b = 304 mm, d = 468 mm, Ast = 1088 mm2, and Est /…

A: Given data: b=304 mm d=468 mm Ast = 1088 mm2  Est /Eco = 8

Q: A simply supported concrete rectangular beam has a cross-sectional dimension of 200mm x 300mm and…

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Q: arry an axial compressive load of 400 KN. Determine the required area of re

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Q: A beam with varying load is shown at the figure below. If the beam properties are given, what is the…

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Q: Reinforce concrete design

A: Beam =350mmx600mm Length =8m Let assume f'c , fy and fr

Q: Q-2: Estimate short-term and long-term deflections for simply supported beam shown in Figure below,…

A: Modulus of elasticity(E)=26 kN/mm2,Yield strength(fy)=460 kN/mm2,Dead load(DL)=10 kN/m,Live…

Q: Example: A Column 40 cm x 40 cm x 6 meters long has to support a load of 900 kN. Determine the…

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Q: ASAP DONT REJECT ME, I'LL GIVE UPVOTE THANK YOUU Solve the basic development lengths in tension for…

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Q: From the figure shown, fc’ = 18 MPa, fs = 128 MPa, and n = 10. Determine the moment…

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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.