Design a reinforced concrete rectangular beam b approximately d/2 to carry and ultimate uniform load of 35kn/m including its own wt. all over its entire 3.5m cantilever beam. Used ACI-CODE for USD with F’C= 24MPa, Fv=275MPa, Fy= 410MPa. Use 10 d.b for stirrup if necessary and 25mm d.b for main reinforcement. Draw the lay-out rebars. Use a value of q= 18 if deflection is controlled

Q: A reinforced concrete floor system consists of a continuous one way slab built monolithically with…

A: L=4.5 mDL=1 kN/m2LL=6 kN/m2 Material properties are as assumedf'c=21 MPafy=345 MPa

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Q: A nominal 8 x 32 in. simply supported CMU beam is reinforced with one No. 8 bar Grade 60…

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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: Design the required tension steel reinforcement at the critical rectangular section of the shown 3.0…

A: Cantilever beam with span = 3 m  Service Dead Load,wd= 15 KN/m  Service Live Load,wL = 20 KN/m  F'c…

Q: Design a rectangular beam for the ultimate cesign moment M₁ = 500 kN m. The beam dimensions as shown…

A: Given : Mu = 500 kN-m h = 500 mm b = 350 mm Use - 400 MPa steel and 30 MPa concrete This is a…

Q: Calculate the magnitude of a uniformly distributed load (in addition to the beam's) which will cause…

A: We will solve this question in step no. 2

Q: Design a rectongular beam reinforced for tension only to sustain an ultimate moment of 119 kNm…

A: Mu = 119 kNm fy= 376 Mpa  f'c= 21 Mpa b=300 mm ρ= 0.01 To check for tension

Q: miting moment of resistance and area of steel for a singly reinforced beam section 200 mm wide and…

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Q: A 325mmx475mm (bxh) 7.75m simple beam carries a total dead load of 22kN/m and a live load of 33KN/m.…

A: NOTE: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question…

Q: Figure 1 shows the plan view of an exhibition hall with dimensions L₁ x L₂. The structure is to be…

A: L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy= 472 MpaTo design- 1) Loads2) Design…

Q: An axially loaded short square column is subjected to axial dead load of 600 KN and axial live load…

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Q: Seatwork No. 1 (ltems 2 and 3) Using transformed area, what allowable uniform load can this beam…

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Q: Problem – 1: Design a round spiral column to support an axial dead load of 800 kN and an axial live…

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Q: Refer to the elevation plan and schedule of beam shown. Use girder 2B1 to layout the rebar.…

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Q: A 28 x 14-in reinforced concrete column is subjected to an axial load that is eccentric about the…

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Q: As2 h

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Q: The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40…

A: For C30 concrete fck = 30N/mm2 (in cylindrical specimen test) fck = 37N/mm2 (in cubical specimen…

Q: A rectangular beam has b = 300 mm, d = 5

A: According to given data  A rectangular beam has b = 300 mm, d = 500 mm, As = 6-32 mm, f’c = 34 MPa,…

Q: The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40…

A: D(total depth) = 520mm assuming effective depth = 50mm d = 520-50 = 470mm

Q: A one-way interior slab panel, continuous on both ends, is built integrally with the beam supports.…

A: As per our company guidelines, we are supposed to solve only first 3 sub-parts. Kindly submit other…

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

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Q: 5.) A reinforced concrete The bars cover 1. 2. one greater Compute cantilever beam considered Than…

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Q: : - Calculate the moment capacity of a doubly reinforced rectangular beam sect 300 mm wide x 600 mm…

A: Given : Rectangular beam section = 300 X 600 ( mm ) Grade - M20 and Fe-415 Concrete cover = 40 mm…

Q: ment is 10#11 and the co ross-section and label th

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Q: The material of the beam ziven below is C35/45– B500C and it is good qualityy concrete. The Concrete…

A: Fc=35 MPaFy=500 MPaAst=3ϕ8md=296 kN.md=650 mmMu=1.5×md=1.5×296=444 kNmlet a>hfCw=0.85…

Q: Problem- 2 legged 10 mm diameter vertical stirrups are provided at a spacing of 250 mm centre to…

A: Given- Diameter d=10 mm, Spacing s=250 mm, width b=250 mm, Effective depth d=400 mm, Design shear…

Q: PLEASE USE THE EXAMPLE AS GUIDE AND SHOW ALL THE PROCEDURES, OTHERWISE DON'T ANSWER THIS.   Design a…

A: Given : factored slab load = 10 kN/m2 fc = 18 MPa fy = 300 MPa b = 300 mm  Ha = 550 mm

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A: ASD  Calculation of Required strength Required strength Pa = working dead load + working live load…

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Q: Problem No.1: Determine the maximum and minimum theoretical effective depth "d" and corresponding…

A: Solution: Given: fc = 20.7 MPa fy = 415 MPa Span = 3.5+4+3.5=11 m Load = 15+15+(50x4)=230 kN Since…

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Q: The beam is simply supported at the left end and fixed at the right end. Under a unform load w, it…

A: F'c= 4000 psi fy=60 LL=3 kips/ft To determine- a) Size and spacing of shear reinforcement…

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Q: To determine the stud spacing (maximum span of the plywood), assuming a uniform load of 712.50 pst…

A: 3/4'' BB-OES plywood. Uniform load= 712.5 psf To determine- Stud spacing (maximum span of the…

Q: Compute QMn if fy = 60000 psi and fc = 4000 psi. Check the maximum permis to ensure ductile…

A: The given data is: fc;=4000 psi fy'=60,000 psi d'=3 in Mu=1000 ft-k=12000 in-kip The dimensions of…

Q: Design the cross section of the following beam at the location of the maximum moment. In your design…

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Q: Required loads Stresses Bending moment Depth of beam Appropriate longitudinal reinforcement Design…

A: fck = 18N/mm2 fy = 300N/mm2 Depth limit 550mm width = 300mm

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: Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as…

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Q: (Ex) Design a singly reinforced concrete beam. f 3 ksi, fy = 60 ksi, P, = 10k, P = 8*, W = 1.0 k/ft,…

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Q: Problem No.1: Determine the maximum factored load Wu (use unit weight of concrete = 24kN/m³) for the…

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Q: Design the lightest A992 W section possible for the temporary construction loading only. Tkae the…

A: To design the lightest A992 W section for the temporary construction loading, we need to calculate…

Q: Example 6: A rectangular concrete beam of width b = 600mm is limited by architectural considerations…

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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.