a). Calculate the support values b) Draw the cross section effect value diagrams 3kN/m 10kN 6kNm

Q: Find the slope at the supports, deflection at the free end, and maximum deflection. Take L = 8 m, a…

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Q: Please use slope and deflection method to calculate the moment at the fixed support A. 54kN/m A 15m…

A: From the given fixed beam and it is required to calculate moment at the fixed support A by using…

Q: Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the…

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Q: Part I. GPa, I = 390 x 10° mm“. El for the middle segment is twice of those in the other segments.…

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Q: determine (a) the slope at end C, (b) the deflection at end C W = P L A B P L/2L/2— C

A: Find  Slope at C (θc) = ? Deflection at C (δc) = ?  Let's solve given question using Macaulay…

Q: Prob 4. Determine the elastic curve for the cantilevered W360x45 beam using the x coordinate.…

A: Given data- W360×45 beamE=200 GPa

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: 75k 40 k 250 k-ft Hinge 一 12代

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Q: Determine the value of EIẟ at the right end of the overhang beam shown below.

A: To determine the EI δ at C , we will apply conjugate beam method.   Support reactions:…

Q: 1. Compute the vertical distance of link AB from pin E for the given set up if the tension in link…

A: Given:- The magnitude of the weight at GF = 800 lb The magnitude of the tension in link AB = 1500 lb…

Q: Replace the force and couple moment system acting on the overhang beam by a resultant force, and…

A: Equilibrium of horizontal forces, ∑Fx=FRxFRx=30sin30°-26cosθ=15-26513=5 kN Equilibrium of vertical…

Q: 3- The cantilever beam shown below carries a distributed load of maximum intensity w= 20 kN/m,…

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Q: Analyze the given frame by slope-deflection method. 1 = 0.0008 mª E = 2x10 kN/m² same for all…

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Q: 1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E= 205 GPa, 1AB.CD…

A: Solution Given Data E=205 GPaIAB,CD=150×106 mm4IBC=200×106…

Q: a b A В A simply supported beam carries a concentrated load of 22 kN at 5 meters from the left…

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Q: Exercise 1: Calculate the horizontal displacemen and the slope at C. -10x10 cm² 2 KN C E = 200 G Pa…

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Q: 5 A single axial load of magnitude P = 15 kips is applied at end C of the steel rod ABC. Knowing…

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Q: 1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E = 205 GPa, IAb.cD=…

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Q: Why is the force Fd pointing downwards? By force equilibrium, shouldnt  it be 3 + Fd = 9 Fd =…

A: yes, you are  right by equalibrium condition 3+Fd=9 we calculate reactions using the equailibrium…

Q: 120KN A 2 m C 4m

A: in the given figure the beam is indeterminate beam.  so for analysis of the beam we need extra…

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

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Q: 2. Use the moment area theorems and determine the slope and displacemen B. E- 200 GPa, I= 6 x 10° mm…

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Q: (3) M, = 1 kN-m L/2 /- L/2

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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: Analyze the structure below using cantilever beam method 25KN C 3m 50KNB H 4m 6m -8m- SOLVE the…

A: Given data in question  Frame Horizontal loading To find out  Centroidal distance from column ABC

Q: Loading status in figure q = 4 kN/m, P= 48 kN in the bar dimensions

A: Solution:

Q: 27 kN/m 3 m -6 m-

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Q: 15 kN 15 kN 5 kN 2 m 2 m 3 m

A: Finding shear forces and bending moments

Q: Shear and Moment Diagram, and Determine for the Loca icate the Maximum Value of the Moment. 3016/ft.…

A: As there are multiple questions posted according to the guidelines, only the first one is being…

Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B -1.5 m- -1.5 m-

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Q: F E B 3,2 KN 2.0r G 2. 0 m 8 KN H A 1.5m 1.5 m 1.5m 1.5 m

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Q: 20 kN 24 kN/m 16 kN/m 5 m A 3.0 m - - 3.0 m 31

A: An indeterminate frame structure is given and it has been asked to determine moment in member AB.…

Q: For the overhanging beam shown, solve C1 in the Ely function from the double integration method.…

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Q: Question For structure below, complete the missing loading and support data NB: If support A is a…

A: Given data:-

Q: the next column, determine the horizontal deflection.

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Q: 40 kN pin-jointed frame E HE MA B El EI VA 2EI 120 kN VE 4.0 m 4.0 m 4.0 m 4.0 m The El value of the…

A: Free body diagram of the span CE - Force in the vertical direction -  ∑FY = 0VC + VE - 120 = 0⇒VC…

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

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Q: Q.2 Determine the vertical movement at C, if (P-100 KN). Stel Le 2m A- 300 m E200 GPa

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Q: Determine the value of vertical deflection at F (mm). The El value of the cantilever ABC varies…

A: Vertical deflection is generally the vertical distance between a point in the beam from under the…

Q: (6) For the following prismatic beam of Mp = 86 kNm () Draw possible collapse mechanism, ")…

A: Given:- MP = 86 KN

Q: Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70 x 10^6 mm^4.…

A: A loaded beam is given and it has been asked to determine slope and deflection at C. Please refer…

Q: 4. A horizontal beam AB is simply supported at A and B, 8 m apart and carries a uniformly…

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Q: e the beam slope at A. Assume that a = 67 in., b = 230 in., c = 95

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Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B - 1.5 m 1.5 m

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Q: Calculate and draw Shear and Moment diagram السؤال الاول 40 kN 6 m 4 m

A: Calculate and draw shear and moment diagram

Q: Determine the three-moment factor for span BA. 15 kN/m A 5 kN/m 1 m 3 m 2 m O 362.375 kN-m2 O…

A: Given data:

Q: 35KN/m 180 kN 15 kN/m B D -5 m- -5 m- -4 m- El = constant E = 70 GPa (10)

A: The moment-area method is generally an important method for determining the bending displacement in…

Q: a slope at A b. slope at B c. deflection at the midpoint of the span.

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Q: Determine the deflection at C and the slope at A. Draw the elastic curve. 8 kip/ft B A- 6 ft – 9 ft-

A: Let,RA=vertical reaction at support A in upward directionRB=vertical reaction at support B in upward…