Problem 1 (12 pts) Use the moment-distribution method to determine the end-moments MAC, MCA, Mce, and...
Problem 2 (8 pts) Use the moment-distribution method to determine the end moments MAC, MCA, and McE (note that Mec = 0). 10k 60 k-ft A B 6 ft 6 ft с D 6 ft 6 ft E
Problem #1: 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 including maximum and minimum on the shear and moment diagrams. El is constant pok 3.5 k/ft B с 12 ft 12 ft 12 ft +
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
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 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
1. Use the moment distribution method to determine the moments at A, B and C. then draw the moment diagram. El is constant. Assume the supports at A and C are fixed. 25 k 25k --8ft ---8- 24
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 internal moments OF EACH SUPPORT, then draw the moment diagram. Assume A is fixed. EI is constant. USE MOMENT DISTRIBUTION METHOD ONLY. 10-7 Determine the moments at each support, then draw the moment diagram. Assume A is fixed. El is constant. 12 k 4 k/ft Use both slope deflection equations and moment distribution method
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
Please show work Answer shown below Problem 10: Use the moment-distribution method to find the member end moments for the beam shown below. EI-constant. Draw free body diagrams of both members with the final member end moments (do not calculate member end shears) 18 k 2 k/ft Problem 10: Мав-35.6k-ft, MBA--10 1.5k-ft, MBc-10 l .5 k-ft, MCB--1 74.2 k-ft 18 k 2 k/ft 35.6 k-ft 101.5 k-ft 101.5 k-ft 174.2 k-ft 10 ft 15 ft 30 ft