find reactions using flexibility method. 2 K/ft 15 ft El constant 30 ft
Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 k 10 k 15 ft 20 k 3 panels at 15 ft 45 ft EA constant E 29,000 ksi A 6 in.2 Question 3 (30 points) Find reactions by using force method and deflection at F (horizontal). 20 k 10 k 15 ft 20 k 3 panels at 15 ft 45 ft EA constant E 29,000 ksi A 6 in.2
Find reactions i kir El 15 ft 5 ft
Using the force method, Determine the reactions at supports. EI is constant. Determine the reactions at supports. El is constant. 500 lb/ft 3k 10 ft- SA 0 a 6.5 (10) 10 ft - 2.5 uz
Solve using the stiffness method Determine the reactions at the supports. El is a constant. Prob. 15-7 6 12 kN/m 5 m 2.5 m Show transcribed image text
3. Determine the slope and deflection at point B using the direct integration method. El is constant. (30 pts.) 15 k 20 ft
15 marks Question 3 Consider the frame shown in Figure Q3 for which all elements have constant stiffness EL. Implement the flexibility method by removing the vertical support at A to create a statically determinate system. The Volume Integral Table is found on page 8 of this examination paper Find the reactions at A and D considering that node C is equidistant to nodes D (a) and B [12 marks] (b) Draw the bending moment diagram for the frame. 13...
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...
1. Determine the reactions at the supports A and B using Force Method. El is constant. w B А L 2 L 2 (i) (ii) Use, L = 4 m Use, w = 5 kN/m
E is constant, find the reaction forces and moments Using the Moment Distribution Method (modified stiffness approach) 240 lb/ft 300 in4 600 in4 20 ft 15 ft E is constant, find the reaction forces and moments Using the Moment Distribution Method (modified stiffness approach) 240 lb/ft 300 in4 600 in4 20 ft 15 ft
1. Determine all reactions of supports using force method. El is constant. lookg 50kg 4m 2m 2 m