Analysis the frame shown in figure by MOMENT DISTRIBUTION METHODand draw BMD. Assume EI is constant.5KN/M20KN5MGM--41MA

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Answered: Analysis the frame shown in figure by…

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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Moment Distribution Method Given the continous Beam Determine the following: A. Supports Reaction b. Draw the Shear and Moment Diagram AB=3I BC=10I CD=2I
Compute all reactiosn for the beam in FigureP9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/EI when the load is appleid
Determine the slope and deflection at point B of the steel beamshown in the figure. The reactions are already given. Let E = 29(10^3) ksi and I = 800in^4
Given a cantilever beam of length L=4.5meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 56KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of B when a tangent line is drawn at A, i.e. tB/A? Express your answer in "millimeters" in 2 decimal places. Hint: tB/A = deflection at free end. Include negative (-) sign if tB/A is negative.
Replace the loading system by an equivalent resultant force and couple moment acting at point ?. Length AB = 1m Length BC = 2m F1 = 80 N F2 = 60 N F3 = 120 N Angle with respect to x-axis = 32 degrees Moment couple = 195 Nm
100. The beam shown carries a triangular load, the intensity of which varies from zero at B to 200 N/m at D. Draw the shear and moment diagrams by area method. Also, draw the elastic curve. Neglect the weight of the beam.
Calculate the moments in the frame given below using moment distibution method and fraw moment diagram of the frame. (Take value of EI& as 80kN-m^3)
A continuous beam is loaded as shown 18. Which of the following gives the fixed end moment AB in kN-m? a. 12 kN-m b. 8 kN-m c. 10 kN-m d. 5 kN-m 2. Which of the following gives the distribution factor at B for the member BA in %? a. 33.3% b. 66.6% c. 35.47% d. 45% 3. Which of the following nearly gives the moment at B using moment distribution method in kN.m? a. 12.89 b. 13.2 c. 11.2 d. 14.6
Calculate the value of the moment reaction at A of the beam shown below. If the direction is counterclockwise, affix negative sign betore the numerical value. Answer to the nearest whole number, units in kN-m. Use Moment Distribution Method.
Using Moment Distribution Method, Analyze the statically Indeterminate Beam shown and Draw the shear and Moment Diagram. P =30 kN L = 8m
Use area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kN
Given a cantilever beam of length L=3.1meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 61KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of A when a tangent line is drawn at B, i.e. tA/B? Express your answer in "millimeters" in 2 decimal places. Include negative (-) sign if tA/B is negative.

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Analysis the frame shown in figure by MOMENT DISTRIBUTION METHOD and draw BMD. Assume EI is constant. 5KN/M 20KN 5M GM -4M A