Compute for the depth of compression stress block if the beam has a width of 300mm, effective depth of 430mm, 3 - 25mm bars, f'c = 28Mpa, and fy = 420Mpa. B 132.464mm 198.696mm 86.625mm D 190.168mm

Q: Aw: Find the slope and deflecion in the section CA-A) aned the Section (B-B) for the beam Shown.…

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Q: E= 29000ksi 1=291 in4 6 ft ↓↓↓ B Determine the deflection of the beam at midspan. Answer in inches…

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Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 KN ... 2 kN F 1.5 m…

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Q: 03) For the circular arch shown in the figure, compute the value of "p" such that the vertical…

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Q: Considering the beam provided. If El = 200000 kNm² and using any method. Determine the difference in…

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Q: 9) Solve for the slope @ x= 3.5m b) Solve for the deflection @ c c) Ssive for the deflection @ D.

A: Using Conjugate Beam Method of analysis for calculation of deformations #####

Q: 40KN/m 210kN E B D 8m 8m 4m 4m

A: For analyzing the above given beam we will be using 3-moment theorem. In this first we have to…

Q: For the beam shown, calculate the beam deflection at A. Assume that a = 4.7 ft, b = 7.1 ft, c = 9.4…

A: By method of constant deformationVA1=WL48EI       =950×4.74×12×12×128×550000×103      =0.182…

Q: besign the steel reinforcement op a 400mm x600mm RC beam used to camy a pactored moment,mu-500KN.m.…

A: Using the Limit State method to design the steel reinforcement of the beam, We will design this beam…

Q: 1. From the given figure shown below, determine the centroidal moment of Inertia (Ixo and lyo) of…

A: A built-up section is given The angles used = 53 in The steel plate used = 20 inThe channel section…

Q: CREATE A SHEAR DIAGRAM

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Q: The beam shown in made of a material that has an allowable shear stres tallow -3.5 MPa Determine the…

A: It is required to find the maximum magnitude of P

Q: Determine the Bar Forces and Type for the following members. Bar Member Magnitude , KN Type of Bar…

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Q: Two circular shafts, 1 and 2, are joined together to resist torsion. Determine the total angle of…

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Q: For the beam shown in Figure ST-089, compute the distance from A where the shear is zero. 12 kN 10…

A: Asked: To determine the point of zero shear from A.   In order to answer the problem, we must first…

Q: 2.1m 16 0 ORC 17KN 3.6m 90° 8kN 3.6m 18kN Determine the support reaction, show the angles used (…

A: Given data,truss given with loadingFINDreaction angle at C

Q: 1. Analyse a continuous beam and show the SF and BM diagram. k 35KN mmmmy (21 5m # B 80KN # с 辛 2m…

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Q: 4) For the two bars for which one bar is subjected to a soo N load, and cross- sectional area of 200…

A: given data:= cross section area of bar 1=200 mm2 cross section area of bar 2=300 mm2 load on bar…

Q: Determine the horizontal component of the total hydrostatic force (kN) acting on the curved surface.…

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Q: A W 530x92 supports a uniformly distributed load of 12 KN/m and equal concentrated load P at the…

A: Given, Beam W530×92 with uniformly distributed load and point  load at the quarter points. Uniformly…

Q: Use DOUBLE INTEGRATION METHOD to Determine the following: (a) the slope at A, (b) the deflection at…

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Q: Design beams. Where fc' = 35 Mpa, fy = 420 Mpa. and bar 25 mm. L.L = 38 kN/m 7.5 m- 500 mm 350 mm

A: fc' = 35 Mpa fy = 420 Mpa Diameter of bar = 25 mmWe have to design a beam.As there is no specific…

Q: Calculate the maximum normal bending stress and the maximum shear stress

A: A beam is said to be in pure bending if the bending moments are exclusively along the axis of the…

Q: 14 34 180 16 !!!! 8ft 12/5 lb 4 ft 73 lb/ft Determine a. location of maximum deflection. b maximum…

A: The given beam is a statically determinate beam and can be analyzed using the equations of…

Q: 8.66 9 B

A: GIVEN DATA:-⇒Length of the gate = 9 m⇒ρ = density= 1000 kg/m3→Gate dimensions:-⇒Width = 9m⇒Height =…

Q: 2) Find the maximum deflection (including its location), and the maximum slope (including its…

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Q: Construct the elastic design spectrum (84.1th percentile) for ground motion with PGA = 1g, PGV =…

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Q: ease skip if you have already done this. Thank you

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Q: The concrete slab supports 6 columns with varying axial laeding as shown. Determine the coordinates…

A: The figure given in the question is as follows- Let C.G of loading is passing through the point…

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: Show the derivation of Maximum EIy values of Restrained Beam Loadings

A: Given data in question  Fixed beam UDL Span member length  Moments at ends To find out  Maximum EIy…

Q: 8. The beam has the following data: fy = 275 MPa, fc' = 30 MPa, base = 360 mm, effective depth = 450…

A: Given,  Fy= 275 Mpa fc'= 30MPa Base/width (b) = 360mm Effective depth (d) = 450mm Diameter of bar =…

Q: Compute for the depth of compression stress block if the beam has a width of 400mm,effective depth…

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Q: For the beam shown, calculate the beam deflection at A. Assume that a = 4.7 ft, b = 7.1 ft, c = 9.4…

A: By moment of Constant DeformationVA1=WL48EI       =950×(4.7)4×12×12×128×550000×103        = 0.182…

Q: Lising unit ioad method, find the vertical deflection at point (D) of the frame (ABCD) El = 12-10 kN…

A: Solution; Given data; EI=1.2*104 Kn/m2θ=tan-143=53.13°

Q: use method of joint find out Force in member AC.

A: Given, A truss,

Q: The simple beam 120mm x 420 mm cross section has E= 9.50 GPA Determine the vertical movement of…

A: Reactions: Shear Diagram: Bending Moment Diagram:

Q: 8. Using cut a-a, get CD and JK forces. 3 kips 3 kips 3 kips 3 kips 4.5 ft B FO 4.5 ft C 4.5 ft G D…

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Q: Point B is an internal hinge. Find Ay, MA, and Cy. 30 kN 60 kN/m 25 kN 20 kN В 2 m 3 m 2 m 1.5 m 1 m

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Q: Determine the angle θ between the pipe segments BA and BC.

A: First, we draw the free body diagram:-

Q: In the beam loaded as shown below, compute the moment of areas between support about the right end

A: To compute:The moment of areas between support about the right end

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.