(1) The out-plane stability formula of beam-columns recommended in the design code is as following: N B.M. +17 xsf PjWLx P, A 1x Please describe the definitions of , and b, how are they determined?

Q: tructural analysis for my reviewer.

A: Draw free body diagram calculate the angle tanα=1.52α=tan-11.52α=36.87o

Q: Determine the required tension steel area for a rectangular beam with given properties below, d'…

A: Given  d= 475mm  Fy = 400 Mpa

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A: The given figure is shown below:

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Q: write the advantage and disadvantage of stiffness method and flexibility method

A: Answer The flexibility method is also known as the  Force method. The stiffness method is also known…

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A: Given data -  Material - M25 and Fe415  Total area of reinforcement = 4000mm2 To find - The value of…

Q: Q2/ determine the reacction of th russ show in fig by using consistante deformatiom method . *

A: The force method is also known as the flexibility method and method of consistent deformation and It…

Q: A simply supported beam has a dimension of 300mmw x 600mmh has a span of 6m. it has a superimposed…

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A: Given- M25 concrete,⇒fck=25 MPa,Fe 415 steel⇒fy=415 MPa,width b=325 mm,Area of steel Ast=4000 mm2.…

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Q: the

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Q: P = L1 = L2= L1 Your Answer: P 195 2.50 4.5 Answer KN m m L2 ▷ View hint for Question 1 P The…

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Q: The 3-in. I beam shown in the figure below has cross-scctional properties of A - 1.64 in.". In= 2…

A: Given data A=1.64 in2 I11= 2 in 4 I22=0.46 in4 Sy= 42Ksi F.O.S =4 Unsupported length= 27.3 in

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A: Bridge Type:The image depicts a Pratt truss bridge design. This is a common type of truss bridge…

Q: Determine the required tension steel area for d' = 75mm b = 350mm d = 470mm fc' = 30MPa fy = 400 MPa

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Q: 20kN A 40KN BY C 40kN D 20KN 40kN E G 6 panels @3.0 m = 18.0 m 40KN K 20kN 6.0 m

A: To filorces in members BD,DE & EG using method of sections.

Q: Determine the flexural capacity of the given section of beam below. b=300 d=400 d'=70 fc'=20.7…

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Q: te the flexural stress (MPa) in the concrete for the beam shown using transformed-area 1. Area of…

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A: Step 1:Step 2:

Q: A WT305 x 41 standard steel shape is used to support the loads shown. Assumew = 42 kN/m, LaB = 1.5…

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Q: Determine the flexural capacity of the given section of beam below. b=350 d=615 d'=100 fc'=34 fy=415…

A: b=350d=615d'=100fc'=34fy=415As=5-36mmAs'=2-25mmIt is asked to determine the flexural capacity of the…

Q: 2. For the truss shown below, determine the forces in members UP, QL, JK. Assign a negative value…

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A:

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.