SOLUTION:
first of all we are drawing bending moment diagram of the given beam and then (M/EI) diagram and then slope at the required position as follow:



4. (10 points) Show all your work Determine the slope at point C using the Moment-Area...
USING AREA-MOMENT METHOD Part I. Determine (a) all the reactions (b) max deflection and (c) slope at B. Use E=200GPa if it's not specified in the figure. I= 100(10)*mm P = WL El is constant. Ki-2m*2m *2m * 2m
3. 20 Determine the slope and deflection at point Dunder flexure using Moment-Area Method. Flexural rigidity of the beam is El and it is constant 5=5m Results table 0= A= 5 kN 3 kN/m A B S 1 m 2 m * 5m Figure 3.
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
Question 3: (8 Marks) Apply Moment Area Theorems and Conjugate Beam Method to determine the slope and deflection at points B and C of the beam (Figure 3). El constant. 20 kN 400 kNm 15m 10 m Figure 3
Determine the slope and the displacement at C. El is constant. Use the moment-area theorems. Prob. 7-28 6 k 12 k.ft 4 ft 6 ft
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D 2EI 1m
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D...
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
Determine the slope at Point B of the beam shown below using the moment-area theorems. Assume E = 29,000 ksi and I = 600 in.4 4k 4.5 ft- B - 9 - --- B/A BA --19
Use the moment-area method to determine
the slope and deflection at point D of the beam shown.
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4
a) By using...