A prismatic continuous beam is shown. The flexural rigidity is 100 000 N. m². The problem maybe solve using superposition method.   1. Determine the vertical midspan deflection due to the given loads in millimeters if the middle support is removed.  a. 5.83 b. 6.20 c. 4.95 d. 7.17 2. Determine the vertical midspan deflection due to an upward unit load at midpoint in millimeters if the middle support is removed.  a. 0.513 b. 0.678 c. 0.245 d. 0.360 3. Determine the reaction at the middle support in Newton’s. a. 29.5 b. 13.8 c. 36.2 d. 47.0

Q: P02: The beam of Fig. 2 has a simple span of 20 ft and supports a dead load including its own weight…

A: span= 20 ft DL= 1 klfLL = 0.7 klff'c = 3000 psi To find- 1) Instantaneous deflection for D+L2)…

Q: If x is measured from the left end of the beam, compute for the deflection at x = 7m. Also,…

A: Force in the vertical direction - RA + RB = 2×2 + 5RA + RB = 9               ....1Sum of the moment…

Q: 40 kN - m 10 kN - m 6 m

A:

Q: j: Using the conjugate beam method to determine rotation at 8 & deflection at C 40 kN/m 20 KN 150 KN…

A:

Q: For the plane truss shown below, use the unit load method to determine the vertical deflection at C…

A: Given:Required:Vertical deflection at C

Q: Problem 2 Analyze the cantilever beam shown: 5 kN/m 60 kN.m. В A 1 m 2 m 3 m Question 6 Determine…

A:

Q: For the beam shown below, if a = 2 m, P = 10 kN and El is 7000 kN-m² 1 Compute the deflection at…

A:

Q: For the beam W360X44 and loading shown, calculate the deflection at point C. E=200GPa 9 IP =150KN a…

A:

Q: a= 1.56 m b=2.56m P = 101 KN E- 21000 MPa I= 2583 x 10 mm² Determine the deflection in mm at 2.87m…

A: Given:- a=1.56 mb=2.56 mP=101 kNE=21000 MPaI=2583×106 mm4 To find:- Deflection at 2.87 m from the…

Q: Q. 5 Determine the deflections at B and C for the beam shown in Fig. 5 using the moment- area…

A:

Q: 1. Determine the deflection at joint 3 (i.e., Azv) for the following truss, assume that EA is…

A: Draw FBD:

Q: Using Virtual Work method determine the vertical and the horizontal deflection at the free end of…

A:

Q: Determine the deflections of point C and E. Knowing E=2.0 X 105 MPa, 1,=6560 cm 1,=12430 cm^4.

A: E=2.0 X 105 MPa, I1=6560 cm4 I2=12430 cm4 To find: The deflection at the point C and E

Q: 8:45 PM +51 969 383 276 Hoy, 7:38 p. m. 9-15. Determine the vertical displacement of joint C of the…

A: Note : provided data is used to find displacement at C. Virtual forces must not have any unit and…

Q: IOKN 500 KN B 1.OM 4.Dm

A: According to a comparison of two sets of equations, if M/EI represents the load on an imaginary…

Q: Determine the smallest cross-sectional area A for the members of the truss shown, so that the…

A:

Q: - Simply supported beam AB is subjected to the loading as shown below. Determine a) the slope at A,…

A: Force in the vertical direction -  RA + RB = 0       .....1 Sum of the moment at the point A -  ∑MA…

Q: In the one way slab, the deflection on the direction of long span is neglected. True

A: Slab is a structural member of which one dimension is very small as compare to other two dimensions…

Q: 3. DETERMINE THE SLOPE BETWEEN THE SUPPORTS. 1S0 KN 15 KN|m E= 70 GPa FIG.2 I- 630 (10)° mm 5m 5m 4m

A:

Q: c. What is the vertical deflection at C. The cross-sectional area and moment of inertia of each…

A: Using the unit-load method, we will be able to quantitate the displacements and rotations of the…

Q: Determine the horizontal and vertical deflection at point C. Use E = 200 GPa and 1=20x10^6 mm^4. 2 m…

A: E = 200 GPa I = 20 × 106 mm4Determine the horizontal and vertical deflection at joint C. Lets solve…

Q: Determine the vertical deflection at joint B of the truss shown. There's a temperature drop of 15 °F…

A:

Q: Determine the slope at point A and the deflection at point C of the beam shown by the conjugate-beam…

A:

Q: For the truss shown in Fig. (., find the vertical deflection at the joint C using unit load method.…

A:

Q: SITUATION B. The loaded beam is as shown (E = 200 GPa, 1 = 400 x 106 mm4 ). Using conjugate beam…

A: cantilever beam is givenfixed at A and free end at CE=200GPA=200000MpaI=400 x 106 mm4FindSlope at C…

Q: 2. Find the slope and deflection at pt. D in the beam shown below. 16k 9' C E A DI-200 in4 I-300 in.…

A:

Q: 10 kN B. 600 mm2 25 kN 600 mm2 1.2 m 1200 mm2 1200 mm2 -0.9 m Both ends are connected with pins.…

A:

Q: it is displaced through 0.03 mm. 1-29. A metallic cube of side 5 cm, has its lower surface fixed…

A: Side of cube= 5cm , Area = 5 x 5 = 25cm2 = 0.025m2 , Tangential force = 104kg-wt = 104 x 9.8N ,…

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

A:

Q: 7. A truss carries a loading as shown in Fig.2. Determine the vertical and horizontal deflection of…

A:

Q: The truss shown in Fig.3 is supported by a roller at C and a hinge at D. Us Castigliano's theorem to…

A: E = 200 KN/mm2  A = 800 mm2  Determine the horizontal deflection of point-B using Castigliano's…

Q: Situation 2. Refer to FIG DENJIRO. Neglect the thickness of the member. 3. Determine the moment of…

A: 3. Determine the moment of the force about point O in N-m.

Q: 1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the…

A: Moment Area Method: The region under the curvature diagram between two points is adequate to the…

Q: Under the 5-kip load the support at A rotates 0.002 rad clockwise and settles 0.26 in. . Determine…

A: Since the MOI (moment of inertia) between points A and B is two times as large as that of the…

Q: Determine the deflection at point C of the beam shown in Fig. 7.23(a) by Castigliano’s second…

A: A beam is a structure that is highly resistant to loads that are later used on a stake axis.…

Q: What is the Slope at 2m from A? What is the Deflection at 2m from A

A:

Q: 7.26 Determine the smallest moment of in- ertia I required for the beam shown, so that its maximum…

A:

Q: By using unit-load method,determine the slope and deflection at point B for the cantilever in Fig.…

A:

Q: लेत P 3P 4 Į + J M 8m JAN J k 9m IL •G -4 3.5m 3.5m 4m

A: