A250 mm wide and 600 mm deep R.C. beam is reinforced with 2 legged 10 mm inclined stirrups at 250 mm cle with a 60°. Longitudinal steel consists of 4 bars of 20 mm with a cover of 40 mm. If concrete grade is M25 and grade of steel is Fe 415, determine the strength of the section in shear.

Q: 3-1 A rectangular section with width b-250mm and depth h-500mm is to carry a design bending moment…

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Q: Design beams. Where fc' = 35 Mpa, fy = 420 Mpa. and bar 25 mm. L.L=10 KN |im+ L.L-25 kN L.L=15 kN -2…

A: Solution: Factored load: 1.2 DL+1.6 LL=1.20+1.610=16 kN=1.20+1.625=40 kN=1.20+1.615=24 kN Find the…

Q: A pretensioned beam is to carry a superimposed dead load of 600 plf and live load of 1,200 plf on a…

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Q: A composite compression member consists of a W12 x 136 encased in a 20-in. x 22-in. concrete column…

A: Values needed for the AISC strength equations are as follows, For the W12×136, As=39.9 in2. And…

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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A: Introduction:- Engineers value specific gravity because it assists them in establishing the…

Q: Arectangular beam has a width of 353 mm and an effective depth of 602 mm. The specihed compressive…

A: As per IS 456 2000 S=0.87×fy×Asv×dVuss=spacing of stirrupsfy= yield strength of sttirups=319…

Q: Problem 1: The one way-slab spans 4.0 m. In addition to its own weight, the slab supports a…

A: Design as per  IS 456   Limit state  depth

Q: "Q1.19-.A rectangular beam has dimensions of 270 mm by 640 mm with an effective depth of 571 mm and…

A: Answer We are given Width b = 270 mm Overall depth h =640 mm Effective depth d = 571 mm Steel = 4…

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: 2) A short braced reinforced concrete column supports an approximately symmetrical arrangement of…

A: Total vertical load(P)=1750 kN Area of steel(Asc)=1.5% of gross area(Ag) The concrete grade is 40…

Q: 3-6 A section beam is with b=400mm, b=200mm, h= 500mm and h=80mm. The concrete is of grade C30, the…

A: Given Grade of concrete is C30 Grade of steel is HRB400 Effective depth 450 mm Effective cover 50mm…

Q: 3 Determine the eccentric compressive strength, i.e., load and moment, corresponding to (i) balanced…

A: Solution: Note: Minimum shall be designed for i equal to  unsupported length of column /500 +…

Q: The rectangular RC members under uniform load, the cross section of the beam is bxh = 250×500 mm. A…

A: Step 1

Q: 5. The 600 mm x 600 mm tied column reinforced with 16 - 32 mmø symmetrically positioned where 5 bars…

A: Solution: Given: square column = 600 x600 mm fc = 28 MPa fy = 415MPa Ast = 16×π4×322=12867.96 mm2

Q: Assume the section has cracked and not yielded. a) Compute the maximum stresses in concrete and…

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Q: A short column is made by nailing four 1 x4-in. planks to a 4 x 4-in. timber. Using an allowable…

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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…

A: Given : Width =  250 mm  Depth = 500 mm is reinforced at the bottom with 4-20-mm-diameter bars and…

Q: 1. A rectangular section column b= 300 mm, h = 400 mm. The calculated length lo=3m, the design value…

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Q: M1BQ25. A rectangular beam has a width of 390 mm and an effective depth to the centroid of the…

A: fy = 415.9MPa fc = 35.8MPa B(width) = 390mm d (depth) = 522.5mm dc (cover at compression side) =…

Q: Q1/The area of the reinforcement for a rectangular reinforced beam is 1991mm². The width of the…

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Q: a) Design a cantilever beam with a span length of 2.6m. The beam is exposed to 34kN/m dead load and…

A: Solution: Hi! Thank you for the question As per the honor code, We’ll answer the first question…

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

A: In a singly reinforced beam, the longitudinal reinforcement is restricted to the tension…

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…

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A: A T beam which is used a bridge over a small roadway is given .The dimension's of beam and all…

Q: 9.4- A concrete slab with 180 mm thickness support dead load 5kN/m? include self- weight and service…

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Q: The column is reinforced with 10 32-mm bars distributed around the perimeter. Load Pn will be…

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Q: A continuous concrete flooring system consists of a 3-in thick concrete slab supported by 15-in wide…

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Q: 50 mm wide, 500 mm deep is reinforced at the bottom with 4-2e-mm-diameter bars and at the top with…

A: According to given data A rectangular beam 250 mm wide, 500 mm deep  reinforced at the bottom with…

Q: The width and effective depth of a reinforced concrete beam is 250 mm and 440 mm respectively. The…

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

A: When an element is subjected to a bending moment, the effective depth is the distance between 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: 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: 2 A rectangular beam has b=320 mm and d=470 mm. The beam will be designed to carry a service dead…

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Q: Determine the maximum live load that the beam can carry if the beam depth is 600mm and beam width is…

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Q: Situation. A simply supported one way RC slab has a 3 m span. It carries a serv

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Q: plz, solve all the parts of this problem. Plz, use ACI Code.   Reinforced Concrete Design-1…

A: Solution: Given: Span = 24 ft b = 15 in d = 24 in DL = 1 K/ft LL = 1.4 k/ft fc = 3 ksi fy = 40 ksi

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

A: L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy= 472 MpaTo design1) Loads2) Design…

Q: "Q1.16-.A rectangular beam has dimensions of 270 mm by 670 mm with an effective depth of 620 mm and…

A:

Q: A simply supported rectangular beam of length L has a width of b and an effective depth of d.…

A: Given: fc = 28 MPa fy = 420 MPa b = 390 mm d = 615 mm d' = 165 mm L = 5.85 mm Wd = 27.79 kN/m Wl =…

Q: Design the simple supported T-Beam section shown in fig. f'c-20 Mpa, fy-400 Mpa. Moment applied =…

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Q: 5. The beam shown is reinforced for positive moment with three epoxy-coated #11 bars. The bars…

A: Given : -  Beam is reinforced for positive moment with three epoxy - coated #11 bars. As required =…

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.