For the beam shown, derive the expressions for V and M, and draw the shear force and bendingmoment diagrams. Neglect the weight of the beam.Figure P6.334 kN/mConstruct the shear force and bending moment diagrams for the beam shown by the areamethod. Neglect the weight of the beam.Figure P6.445kN/m30 kN mB30 KN - m3 m3 m

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Answered: For the beam shown, derive the…

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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Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
DETERMINE THE MAGNITUDE AND RECTANGULAR EQUIVALENT OF THE RESULTANT R OF THE FORCES P1= 550 N, P2 = 1000 AND P3 = 750 N.
Q1) For the force system shown in figure, 1) Find the angle (¢) so that the resultant of these forces will be vertical. 45 kN S5 kN 3m
If P = 26.5 and M = 9.73, Determine the Bending Moment at point B of the Beam shown.
Using the following values for the figure: W = 18.5 kN/m x = 1.22 m Determine the magnitude of the absolute maximum internal shear force. Determine the magnitude of the internal moment in the beam at x = 3m.
A simply supported beam carries a concentrated load of 36 kN at 6 meters from the left support (2 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees.
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
6.4. Figure P6.4 shows the cross section of a thin-walled beam subjected to a verticalshear force Vy. Find the distribution of shear stress in the section. Solve SYMBOLICALLY.
Using the moment-area method, find the slope at point C of the simply supported beam, shown in the figure, having an imposed point force P at the middle. EI=50000 KN/m^2, constant over the entire beam span.
Determine the reactions and the expected horizontal displacement at point D by applying 1 unit load at D directed to the right.
Determine the magnitude and direction of resultant force in the following diagram. Where F=2500N and P = 2760N.

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For the beam shown, derive the expressions for V and M, and draw the shear force and bendi moment diagrams. Neglect the weight of the beam. Figure P6.33 4 kN/m