Problem 2 Indeterminate Beam Reactions (50 pts.) determine the beam reactions (forces and moments) using the...
Problem 2 Indeterminate Beam Reactions (50 pts.) determine the beam reactions (forces and moments) using the moment distribution method, for figure one. E = 29,000 ksi I = 1830 in^4 FICURE E-29,000 ks1 1.5 나 3 24-o oo l lo.o
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope- deflection method. Draw the shear and bending moment diagrams. E 29,000 ksi I- 1830 in' FICURE E-29,000 ks1 1.5 나 3 24-o oo l lo.o
Problem 1 Indeterminate Beam Reactions (50 pts.) With reference to Figure 1, determine the beam reactions (forces and moments). Use the slope deflection method. Draw the shear and bending moment diagrams E 29,000 ksi I 1830 in FIGURE 1 3
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
Determine the end moments of each beam segment using the moment-distribution method. Draw the bending moment and shear diagrams, indicating all the characteristic values. Assume E = 29,000 ksi and I = 15 in. 12 k 1.5 k/ft 20 k-ft 4ft 4 ft 5 ft 5 ft 10 ft 8 ft
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...
Moment Distribution Method Determine the moments and the reactions for the continuous beam and frame using the moment distribution method. Thank you. -60 kN/m B с 0 4m A D 3 m
Q1. Statically indeterminate beam analysis. a) Calculate the BMs at all the joints of the beam shown in problem 11.7 (p. 491) using the slope deflection method.b) Calculate the BMs at all the joints of the same beam shown in problem 11.7 (p. 491) using the moment distribution method. c) Compare the values of BMs obtained using the two methods a) and b) and comment. 11-10. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The...
Problem #2. Using the moment distribution method, determine the internal end moments, support reactions and plot the shear and moment diagrams for the beam shown. Label all points on the shear and moment diagrams. El is constant 9/ 20 k 9 kr BO D 771m 101 6 61 101
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and is fixed at B. The beam is subject a uniformly distributed load and concentrated moment as shown. E is 29000 ksi and 1 is 400 in Determine the equation of the moment as a function of x. b) a) Determine the equations of the beam slope and deflection as a functions ofx (do not substitute the values of E and I c) Find slope...