Use 3 decimal places in your solution Analyze the beam loaded and supported as shown usingArea-Moment Method:A36 kN/m4 m2 m(a) Determine the vertical reaction at the fixedsupport B.(b) Determine the moment reaction at the fixedsupport B.(c) Determine the vertical reaction at the fixedsupport A(d) Determine the moment reaction at the fixedsupport A(e) Determine the deflection at 2 meters from thesupport B, along the beam.B

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Answered: Analyze the beam loaded and supported…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Analyze the propped beam loaded as shown below: use either double integration or area moment method. 1.Determine the reaction at the roller support. Ans.: RA = kN 2. Determine the deflection at midspan of the beam. Ans.: kN.m3 3. Determine the slope at 2m from the roller support. Ans.: kN.m2 4. Determine the moment reaction at the fixed support. Ans.: MA = kN.m
A cylindrical caisson having an outside diameter of 7m floats in sea water sg=1.03 with its axis vertical and its lower end submerged 6m below the water surface. If its center of gravity is on the vertical axis and is 3m above the sea water surface. a. Determine the value of MBO, in meters b.Find the true metacentric height in meters is the caisson stable? c. find the restoring or upsetting couple, in kN-m, when the caisson is tipped through an angle of 9degree.
If the roller at A and the pin at B can support a load up to 4 kN and 8 kN, respectively, determine the maximum intensity of the distributed load w, measured in kN/m, so that failure of the supports does not occur.
A 15 m long beam AB has a fixed support at A and a roller at 10 m from A. If the free end is subjected to a concentrated load of 20 kN acting vertically downward. 1. Which of the following the value of reaction at roller support? a. 45 kN b. 35 kN c. 25 kN d. 20 kN 2. Which of the following gives the value of fixed end moment. a. 50 kN-m b. 40 kN-m c. 45 kN-m d. 38 kN-m
Determine the reactions on the beam given the loadings below using VIRTUAL WORK METHOD. Use the reaction at C as redundant. x1= 3.5 m x2= 1.5 m w1= 30 kN/m w2= 20 kN/m M= 9 kN/m (EI)AB = 1.5EI E= 40x10^6 mm^4 I= 200000 MPa
A cantilever beam is propped at the free end and carrying a uniform load of 400 kN/m throughout the span of 6 m. Assume El = 1 x 10⁶kN.m². 1. Which of the following most nearly gives the reaction at propped end? a. 800 kN b. 900 kN c. 100 kN d. 980 kN 2. Which of the following most nearly gives the nearest deflection at the free end if the propped support is removed? a. 64.8 mm b. 72.5 mm c. 55.8 mm c. 65.4 mm 3. Using superposition method, which of the following most nearly gives the deflection at the free end if 1 unit load (1kN) upward force is applied at that end when the support is removed? a. 63.142 mm b. 62.147 mm c. 64.728 mm d. 65.842 mm
Compute the ff. A) Solve the vertical reaction at point A using slope deflection method. B) Solve the vertical reaction at point B using slope deflection method. C) Solve the vertical reaction at point C using slope deflection method. D) Solve the moment reaction at point A using slope deflection method.
Statics Please help Consider the ladder with dimensions to the right. It has a mass of 10 kg concentrated in the middle of the ladder. The friction between the ladder and the and ground and the ladder and the wall is ???? = 0.2. a.) Determine the minimum angle theta where the ladder does not slip.
For the beam and loading shown, use discontinuity functions to compute:(a) the deflection vA of the beam at A, and(b) the deflection vmidspan of the beam at midspan (i.e., x = 2.4 m).Assume a constant value of EI = 1590 kN-m2 for the beam; MA = 8.5 kN-m, w0 = 19.8 kN/m, LAB = 1 m, LBC = 2.8 m.
An elevated water tank weighs 3000kN when filled with water, the centroid of the mass being at a height of 9 meters from ground. The horizontal spring factor for the tank tower is 15 kN/mm. Determine the shear force generated at the base of the water tank tower by horizontal seismic inertia force. Assume the ground motion has a period of 2.0 sec and maximum acceleration of 0.15g
In a road construction. A wedge of weight (W1= 552 N) is used to mobilize the culvert pipe (W2= 1268 N) while being held by the cable S. If the angle inclination of the wedge deg 16.604. Determine the coefficient of static friction (a) u02 and (b) u01. If the motion is impending (about to move)
For the beam loaded as shown in the figure 2, determine the moment reaction at A in kN-m using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. Enter the absolute value only and round-off your answer to 3 decimal places. a = 2.9 m, b = 32.9 kN/m, c = 20 kN.

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