2.[1251 Determine the support reaction at the roller B using the Force Method. The support at A i...
KHW 9: force method Force Method of Analysis: Frames 2 of 5> statically indeterminate. Choosing S and Cy as the redundant forces leads to the superposition shown. The flexibility coefficient Bo relates the deflection at point B to the redundant force at C The compatibility equations are written by requiring the displacements at the redundant locations to be consistent between the real beam and the model formed by the superposition of the statically determinate beams. Part A -Deflection of th...
Determine the reactions at the support B using the Force
Method
Determine the reactions at the support B using the Force Method (0.5 pts) 500 lb/ft 28 12 ft
determine reaction forces at support A and roller support
b
find the moment diagram
For the beam blows force method and By as redundant force. Assume P-10 kips and I-20 1. Р B ZA PY
For the trusses using the flexibility method to solve the problem Selecting the horizontal reactions at C as redundant (Cx) AE=constant A=1000 mm E=200 GPa (a) Compute the reactions and bar forces produced by the applied loads (b) Formulate the compatibility equation. Formulate the new compatibility equation if support A settles 10 mm A B 6 m С D 48 KN 8 m 8 m
(Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA с 10 ft. 5 ft. 4 kip B
(Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed El is constant. (16 points) RA С 10 ft. 5 ft. 4 kip B What is the reaction at A
Provide:
a) moment diagram for the primary structure for the applied
loads
b) moment diagrams for the primary structure for each
virtual load used to find flexibility coefficients
c) a table indicating the segments you would use and the limits
of each (you do not need to write M and m equations)
d) setup equations to solve for displacements and flexibility
coefficients (you do not need to find them though)
e) compatibility equations used to solve for the reactions. In...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) SBM 4 kip/ft B 15 ft. с 15 ft. 10 ft D Tz A 777
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) 4 kip/ft SBh B 15 ft. C 15 ft. 10 ft. A What is the horizontal displacement at B
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...