Q2) Design He column shown below for longitudinal steel and lateral ties. Draw the plan sectional elevation, showing the reinforcement details. 2 fck = 30 N/mm² 300 mm Ned=1150 kN X fyk = 500 N/mm² 1. = 2.2m 450 mm d' = Somm Mz = 185 kNm +

Q: Find øMn for the following T-beam: f′c = 3,000 psi, and fy = 60,000 psi. The reinforcement is three…

A: f'c=3000 psify=60,000 psinumber of bars-3 #8beam span- 17ftno. 3 stirrupsclear cover =1.5 in.To…

Q: 4. Calculate the principal stresses at points A and B for the bracket shown. The bracket is lin…

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Q: Question #1b: The beams of cross sections shown are subjected to a total sheer force of 22 KN.…

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Q: Q3: Design a rectangular beam with b = 350 mm, h = 625 mm as shown A- %3D below. Use f = 30 MPa, fy…

A: Introduction- Rectangular beams are manufactured and utilised as covering beams, overlap with a…

Q: 1.) Determine bar force members EB, EC, and DC using method of sections. You may not copy the…

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Q: Q3/ The beam of section and detail shown in Fig. support (D.L=25kN/m include its self- weight,…

A: Given: UDL = 25 kN/m Point Load, P = 150 kN fc = 35 MPa fy = 420 MPa Main bar = 20 mm  h = 600 mm b…

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: 1. Refer to the illustration below. f²=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity…

A: Answer We are given  f'c = 28 Mpa fy = 400 Mpa b= 400 mm h = 500 mm Ast = 6 - #32 Calculations shown…

Q: te t for Tension and C for Compression). ]12 kN 4 m B 6 kN 4 m C E I K 6 @ 3 m

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Q: DETERMINE BAR FORCE MEMBERS EB, EC, AND DC USING METHOD OF SECTIONS. PLS ADD FBD. 3.2 KN 2.0r 2.0m 8…

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Q: Determine the forces of BD and DE by method of joints . Kindly provide FBD

A: The following figure shows the Free Body Diagram of the truss.

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

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Q: Ass #2. Solve the following Problems. 1. Using method of sections, determine the forces in members…

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Q: b) Design check of an equal angle 150 × 150 × 10 for an axial factored tensile force 300 KN using…

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Q: Design the reinforcement of a rectangular beam to resist a dead load moment of 200 kN.m(including…

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Q: Determine the following: A) Axial stress in 1/4" dia B.) Lengthening of the 1/4" Rod due to the…

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Q: For the beam and loading shown, consider section n-n and determine the shearing stress at (a) Point…

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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…

Q: ional reinforcement for th all depth beam carrying a of tension steel reinforce n2. Use 10mm…

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Q: Select reinforcement for a beam 350 x 700 mm (b x h) to carry dead load moment of 40 kN-m, live load…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: P P – L - 6 in. (1) (2) 0.5 in.-

A: Given data: width = 6 in.

Q: c. Using a 0.5pbalanced limit on the reinforcement, determine the required beam dimension (b-width…

A: Dead load, wD = 26 kN/mLive load, wL =20 kN/mLength of the beam, L = 5mReinforced ratio = 0.5 *…

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

A: The development length is the minimum length of the reinforcement steel bar embedded in concrete due…

Q: W8x31 WI6X57 2L90x90x10 mm 22 mm Given: Use A36 steel with = 245.921 MPa. Properties of W16x57…

A: Lets fub = fy = 245.921 MPa

Q: The dimensions of a rectangular beam are limited to b - 300 mm and effective depth, d- 700 mm.…

A: Given data:- Width of rectangular bar, b = 300 mm Effective depth, d = 700 mm f'c=28 MPafy=415 Mpa…

Q: 1.) Determine bar force members EB, EC, and DC using method of sections. F E в 3,2 KN 2.0r G 2.0 m 8…

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Q: A column section b = 400 mm, h = 600 mm is reinforced with longitudinal bars Ast = 12-ϕ20 mm equally…

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Q: Compute the co-ordinates for (Pnb, Mnb) and (Pub, Mub) for rectangular columns using h=24in b=14in…

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Q: Design the reinforcement for the following short braced column: Breadth, b = 400 mm Depth, h = 400…

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Q: H.W 4 Find the area of the steel reinforcement required for the RC section below to resist ultimate…

A: Given Data:b=300mmd=600mmMu=350kNmfy=420Mpafc = 20Mpa

Q: ne column under the effect of compound bending in the direction for the given reinforcement layout,…

A: Question is based on the rectangular column .Dimension of column , details of reinforcement are…

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…

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

A:

Q: ● ● ● h = 2 m x = 2 m P₁ = 0 KN P₂ = 10 KN P3 = 5 KN P4 = 24 kN P5 = 9 kN X B O O X K X D X E Xx F H…

A: To determine the member forces in, EI EF JL In a method of the section, a section is cut passing…

Q: 6.1 Calculate the ultimate moment M, of the column section shown in Fig. P.6.1 for: (a) N-400 kN.…

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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.…

A: Development length is the minimum length of the steel bar embedded in concrete due to the full…

Q: 1m 2m H B 10 kN 4 - 2m panels = 8m с 25 kN F ID 15 kN

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Q: Q: For the built-up shape shown in Figure, assume that the components of the cross section are…

A: Yield strength of steel (Fy) = 50 ksi Cross-section details: Longitudinal profiles:

Q: Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries…

A: Diagram;Draw SFD;Thus Vmax = 49.077 kn

Q: Design a round spiral column to support an axial dead load of 700 kN and live load of 1000 kN. Use…

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Q: Determine the force in members EF using Method of Sections.0

A: A truss is given, with hinged support at A and roller support at H, and is loaded at B, D, and F by…

Q: Compute for tension steel strain of the given beam. Ɛc = 0.003 fc' 21 Mpa Fy = 414 Mpa Main bar = 2…

A: In terms of linear elastic properties, steel is relatively flexible. Theoretically, steel is not…

Q: Compute the co-ordinates for (Pnb, Mnb) and (Pub, Mub) for rectangular columns using h=24in b=14in…

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.