A rectangular beam for a 6 m simple span to support a uniform dead load of 15 kN/m and live load acting at midspan of magnitude 90kN.  fc’=21 MPa, fy = 350 MPa, Wc=24.56 kN/cu.m, b = 350mm, assumed steel ratio is 45% of the balanced steel ratio, if the assumed weight of the beam is 23% of the total load, _____pieces of 25-mm bars are to be used

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A: To determine whether the girder have shear strength or not we have to calculate the shear cause due…

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Q: d Craked Section 1. A doubly reinforced beam ha

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Q: A singly reinforced beam of dimension 200 x 350 is reinforced with 3-25mm at the bottom. If the…

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Q: 2) As shown is the partial plan of the corridor of a certain building. If live load is 4 KPa and…

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Q: A simply supported beam has uniform load span of 6.0m. It carries maximum shear force of 125 kN at…

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Q: A simply supported R.C. beam under a uniformly distributed design load p .The section of the beam is…

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Q: ch material at point H, which is located at a distance of a - 1.4 in. above the zo

A: data we have b = 1.1 in d = 6.0 in t =0.50 in ∈1 =2200 ksi∈2 = 28000 ksi  Moduli ratio m = ∈2∈1…

Q: 11 fá = 4 ksi Grade 60 sted NWC. M=110ft-* for the all questions. Computer the bending stresses in…

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Q: Given: Consider the floor frame below supports a 6-in. concrete floor. Assume the beams and girders…

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Q: Two designs for a beam are to be considered. Determine which one will support the loading shown…

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Q: A W 21 x 48 beam is simply supported on a span 7 m. The beam is laterally supported at its ends and…

A: A W 21 x 48 beam is simply supported on a span 7 m. The beam is laterally supported at its ends and…

Q: Total load 87 psf = B1W16 x 57 G1W24 x 68 Compute Vmax and Mmax for Beam 1 and Girder 1 in the roof…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: Situation 4: A member of the top chord of a truss of an industrial building is 10 m long has…

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Q: O . A

A: Which of the following is symmetric beam? option (b) is correct option

Q: Design a purlin for a roof truss having the following data: Span of the truss = 6.0m Spacing of…

A: Span of the truss = 6.0mSpacing of truss = 3m c/c.Inclination of roof = 30oSpacing of Purlin = 2m…

Q: the rectangular beam given in figure below has been designed for flexure; design the necessary shear…

A: It is required to determine the factored load. wu=1.2DL+1.6LL=1.240+1.625=88 kNm It is required to…

Q: Solve the problem below using method of section. Indicate if it’s compression or tension

A: Step 1: Step 2: Step 3:Step 4:

Q: 15 ft (2) 4 k/ft 12 ft

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Q: a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression…

A: Solution: Givendata: bf = 750 mm tf = 50 mm d = 750 mm bw = 350 mm Mu = 816 kN.m fc' = 20.7 Mpa fy =…

Q: An interior flat slab has spans 5.4m &6.6m in di'ameter. of circular Columns o.4m is supported The…

A: Given data:-  L1 = 5.4 mL2 = 6.6 md = 0.4 mt = 150 mmf'c = 25 MPa rc = 24.5 KN/m3fy = 310 MPaClear…

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Q: Design the most economical section for a single span beam which carries a uniform load of 10 kN/m…

A: Solution: Given: UDL =  10 kN/m Point load  = 200 kN L = 4 m ASD: Wu = 10 kN/m PU = 200 kN Moment at…

Q: A simply supported beam has a span of 7m, fc=10MPa, fs=150MPa, n=8. Assuming weight of concrete to…

A: Given Data:L=7mfc=10mpafy 150mpan=8wt of concrete = 2400kg/m3.b=300mmd=500mmr/f tension= 5-25mmϕr/f…

Q: Q2 1- Check the following weather one way or two way 2- Calculate the design ultimate load Wu on the…

A: The following figure shows the layout of slab and beams. Slab 1: LYLX=5 m3.6 m=1.389<2 Slab 1 is…

Q: a om long simply supported beam has a width of 350mm and overall depth of 470mm the beam is…

A: Given,  Length of the beam = 6m Width (b) = 350mm Overall depth (D) = 470mm Effective depth (d) =…

Q: Design the flexural reinforcement of the cantilever beam shown below for the given loading and data.…

A: Solution: Design Bending Moment and Shear Force: Design Load = 1.2DL+1.6 LL=1.2(100)+1.6(70)=232kN…

Q: What is the ultimate uniaxial load capacity of the given column section, according to the design…

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Q: In the design of a 400mm x 400mm reinforced concrete column, if the amount of steel required for…

A: Solution; Given that; Area of steel = Ast=1250 mm2 Provide 4 number of bars with 20 mm diameter

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Q: you don't know the solution please leave it but don't give me wrong solution

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Q: Draw the shear and moment diagrams for the given loads;

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Q: An A36 W 12 x 65 column section is 8 m long, pinned at each end and has an additional support in the…

A: Given, L = 8 m or 8000 mm  A = 12323 mm2

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Q: A 8 m simply supported singly reinforced beam has a width of B= 39 cm and a height H=61 cm. Concrete…

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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.