Design a simply supported rectangular reinforced concrete beam. Fy 400MPA „Fc 30 MPa ,Bar dia= 25 No .of layers =two 60KN W. 17KN/m (LL) h 600mm b 325mm L 6.5m 1-

Q: Solve for the beam adequacy using WSD and USD.

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Q: • Determine deflection at D. B and D are both internal hinge E- 2006R I- 200 u men 15 KN/m 5

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Q: Q2/ For the 5.0m simply supported beam having fc=20MPA and fy 420MPA, calculate the deflection due…

A: Given, width of the given beam= b= 600 mm Service dead load on beam (excluding own weight) =15×5=75…

Q: Q1/For the 5.0m cantilever beam shown below, calculate the immediate deflection due to dead load. In…

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Q: Determine the elongation of the steel bar shown. P. ds P-416 KN L-875mm E-200 GPa dA 250mm d 600mm…

A: Given data in question  Diameters Length Elastic modulus  Load Tapered section To find out…

Q: Fond maximmdeflection far the beana 20 br W=10 kW/wn Ans 138.69 ET maxo

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Q: slope n method

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Q: Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN/m C. 10 m 9.…

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Q: C):-The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown,…

A: Given data:- E = 200 GPa =200×106 kN/m2 Below diagram is given in question;

Q: H.W 20 kN 12 kN/m Sm 10 AN Sm m

A: Moment distribution method: The moment distribution method is presented by Professor Hardy Cross.…

Q: Find the deflection of members DH and CV

A: These are used as flooring  support systems in multi-story buildings, within which depth all the…

Q: 15. Locate the centroid of the composite area. a. (40.89mm, 107.05mm) b. (30.89mm, 117.05mm) Down c.…

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Q: OF THE DRAW THE SHEAR AND WOHENT DIAGRAM , AND THE ELASTIC CURVE SHOWN SHOW COMPLETE SOWTIONS AND…

A: Support A is hinged and it will have one horizontal and one vertical reaction. Support B is roller…

Q: 5-2.2-1: Find the deflection at midspan using a W10X45: 10' .5k/ft 10k 5

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Q: A flanged bolt coupling consists of 10-19-mm-diameter steel bolts on a bolt circle 500 mm in…

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Q: The cantilever beam consists of a rectangular structural steel tube shape (E-32000 ks/-504 in). For…

A: Given values: E = 32000 ksi, I = 504 in.4

Q: Q4/ For the beam shown in Fig.2, if the modulus of elasticity (E) equal to 200 GPa, by using Moment-…

A: The given figure is shown below:

Q: eed the answer to the question in eng

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Q: 50, EN 20k以、 30とN <20ビN 2AE 1.5 AE 3AE JAE 1DAE SAE F3AE E G3m 2作 A SAE 3m H Am 15KN 30KN 1ラビN ApH…

A: Analysis of Truss by Method of Joints: Solution:  ∑ME=0RA14-304-20DE-154-507-307-1511-30AB=0In ∆…

Q: Fad to deflections ond slopes ot points B(aidle of the lbeam) ond cltip of the beam) Compotbitity…

A: Given structure:

Q: a+d=7. find K and M support responses KH KI MJ MI rod forces. Şekildeki kafes sistemde F-20(a+d)kN…

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Q: Problem 1: The Box Column uses W14x370 and 1" Plate. What is the Moment of Inertia in both Ix and ly…

A: Given data,column W14x370findmoment of inertia both ix and Iy

Q: 554. What safe value of W can be applied to the beam loaded as shown in Fig. P-554 if o, < 60 MPa…

A: step 1-

Q: P1 L1/2 -L2 -L1 PROB 01 W1 3 PROB 02 W1 -L1 -L2 P2 W2 -L1- Given: L1: 8m L2: 6m P1: 5kN P2: 6kN W1:…

A: dear student as per our company guidelines  i am solving problem 1 only and then re post another 2…

Q: Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa nd fy=400 MPa N10 kN/m…

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Q: Analyze the free-body diagram, given the coefficients of static and kinetic friction. Determine…

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Q: Take F(-8k) kN. (Figure 1) Figure 2 m E 3m B 2m 1 of 1 2m C

A: Note: As per the company policy, the maximum sub parts of a question that can be answered in a…

Q: Using hrtigractian, detmine ke ceuhold f he

A: We will solve this using integration in solid mechanics.

Q: 000 100 250b 250b gniblo pud tadt smuez A Ma The rigid pipe is supported by a pin at A and an A-36…

A: Young's modulus, E=200 GPadiameter of the wire, d =6.5 mmload P= 3 kNTo find:stretch the length

Q: What is the horizontal support reaction RAx at support A for the ?frame shown below 35 kN/m B 15 m A…

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Q: Why Summation of Moment at A is to be use, not Summation of moment at B. Explain the main reason…

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Q: The magnitude of the force in member DE is: O 13.3 kN O 10.0 kN 20.0 KN O Zero O 15.0 kN DE O None…

A: Taking moment about A,ΣMA =0

Q: 4. Length of offset from long chord is equal to a)R-V R²-X² b) √ R--X²-(R-M) c)) √ R²-X² -(R+M) d) v…

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Q: 120 mm 0mm II 20 mm 300mm

A: In mathematics and physics, the centroid or geometric center of a plane figure is the arithmetic…

Q: Ex.5 for the beam shown below. Draw A.F.D, S.F.D, and B.M.D. مریست A Im فرمت 8kN.m 6kN اتم السؤال…

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Q: (D.L) t g=12 kN/m (L-L) p=20 kN/m атple G=70 kN P=19 kN Given 25 N/mm2 cu E 3.00- f, = 360 N/mm²…

A: Step-1: Geometrical properties of the beam Step-2: Factored load on the beam Step-3: Bending moment…

Q: Mlx y = 6EI (17) MI at x 93 EI at the center 16EI

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Q: A (20°C) a rigid beam in placed upon the rods shown in figure: Determine the magnitude of uniformly…

A: Finding out the value of W.

Q: A simply supported prismatic beam is loaded by a linearly increasing distributed load. The…

A: Given beamCross section

Q: q14 A cantilever beam ACB has end A fixed and subjected to a point load P at free end B. The point C…

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Q: Si tnatin #1 The steel ller. prope shaff A, B, č carries the axial loads. Determine the change in…

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Q: 2.) Consider the bar OA that is constrained by a ball-and-socket joint at O. Cables connect A to…

A: Given :

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.