Problem 1 (30 pts.): The indeterminate beam is loaded as shown. The beam settles 5 mm at support B. The flexural rigidities (EI) of members AB and BC are 2EI and EI, respectively. Using moment distribution method, determine the moments at A, B and C. Use the following values: w = 3 kN/m, P = 29 kN, E = 200,000 MPa, and I= 2,000,000 mm*. Additionally, solve the other remaining reactions using equilibrium method. Make assumptions when necessary. P kN w kN/m A 10 m 4 m 4 m

Problem 1 (30 pts.): The indeterminate beam is loaded as shown. The beam settles 5 mm at support B. The flexural rigidities (EI) of members AB and BC are 2EI and EI, respectively. Using moment distribution method, determine the moments at A, B and C. Use the following values: w = 3 kN/m, P = 29 kN, E = 200,000 MPa, and I= 2,000,000 mm*. Additionally, solve the other remaining reactions using equilibrium method. Make assumptions when necessary. P kN w kN/m A 10 m 4 m 4 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the value of the moment at Joint C in KN-m using the moment distribution method. Absolute and two decimal answer.
Solve the reactions using moment distribution. Show complete solutions in 3 decimal places. Where w=134.
Determine the value of the moment at Joint B in KN-m using the moment distribution method. 2 decimal places.
Determine the end moment of the following beam. Use Moment Distribution Method Let P =73 L = 4
Determine the forces and moments at point C and point D. 66 Kn/m is the given
Determine the internal moments at each joint using Slope-deflection equation method. EI is constant. Set w = 10 kN/m.
SOLVE THE FOLLOWING USING ( SLOPE DEFLECTION METHOD) 1) Reaction at D, Rd in kN 2) Moment at D, Md in kN-m
NEED ASAP, Thank you! Using MOMENT DISTRIBUTION METHOD for the continuous beam below, determine the following structural parameters and support moments using unreduced rotational stiffness; 1. Distribution Factor of joint A on member AB, DFAB 2. Distribution Factor of joint B on member BC, DFBC 3. Fixed-end moment (FEM) on joint C of member CB in kN-m, FEMCB 4. Fixed-end moment (FEM) on joint C of member CD in kN-m, FEMCD 5. The value that most nearly gives the absolute value of the moment at B after 3 iterations (up to Bal3) in kN-m, 6. The value that most nearly gives the absolute value of the moment at A after 3 iterations (up to Bal3) in kN-m
(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.
Please solve for the reaction using Moment Distribution method. Show complete solution and draw fbd.
Q.4 The box beam is made from an elastic- plastic material for which. Determine the magnitude of each concentrated force P that will cause the moment to be (a) the largest elastic moment and (b) the largest plastic moment.
Considering the beam below using Three Moment Equation, Determine the vertical reaction at points A. B. and C. and the deflection at the midspan of AB.