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Problem 3 Draw the moment diagram for the beam using the method of superposition. 20 kN 4 kN/m 80 kN m 8 m
PLEASE USE MOMENT
DISTRIBUTION METHOD.
Problem 1. Solve the internal moments at the supports for the beam shown below using moment-distribution method. Take EI as constant. 20 kN/m 80 KN 9 m 3 m 3 m
I
need help with this moment distribution problem
Question 2 Moment distrubtion method solve 'M' }V' diagrams 4 DO 18"
Please use moment-distribution method
Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m
Problem # 3: Using the Virtual work method (Unit load method) method, calculate following quantities for the beam shown below. The bending moment diagram due to the applied loads is provided below. Also, note that the "moment of inertia" value is different for part of the beam (for AC: it is 2I and for CF: it is I) a) Vertical deflection at Point F b) Rotation at point D E is constant for the beam 40 k 15 k oft...
use the force method the solve the problem and
recommended redundant forces are moment A and B. keep constant
EI
78.480N IA 300 .300 300 + *
Solve All joints and supports using moment distribution
method!
Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m
Please use the Moment Distribution Method to solve this
problem
Determine the moments at the supports, then draw the moment diagram. Assume A and D are fixed. EI is constant. 4 k/ft -10 ft-t 18 ft--+--15 ft-- Prob. 12-7
Determine the slope at A of the
simply supported beam. Use Moment-Area method. EI is constant.
Problem 3: Determine the slope at A of the simply supported beam. Use Moment-Area method. El is constant. 2L 3
Problem 8: Using the Moment Area method find the slope at B and the displacement at C 3k C Inc 200 in. IAn500 in. 5 ft 10 ft