L. Uing moment distnbution methodto detemine he monernt atall he membes fote frame below, then draw...
Question 2 Draw t and C is a roller. he moment diagram for each member of the frame. Assume the frame is pin connect 30 KN/m 2.5 m 2.5 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m с 540 kN.m B 3 m A 1.5 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m С 540 kN.m B 3 m A 1.5 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m C 540 kN.m B 3 m А 1.5 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m 540 kN.m C B 3 m А 1.5 m 3 m
Question 2 Draw t and C is a roller. he moment diagram for each member of the frame. Assume the frame is pin connect 30 KN/m 2.5 m 2.5 m
Using V = 175 kip and H = 3 kip, draw the bending moment diagram for the frame. To solve for the support reactions, use the force method on the statically indeterminate frame. L-120 in E-29,000 ksi σ-50 ksi Columns: W12x40Ar I 307 in'Z-57.0 in* Girder: W8x31Ar 9.12 in2 Ir 110 in Zx 30.4 in L-120 in E-29,000 ksi σ-50 ksi Columns: W12x40Ar I 307 in'Z-57.0 in* Girder: W8x31Ar 9.12 in2 Ir 110 in Zx 30.4 in
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
PROBLEM 2: 40% A 6 kN force is exerted on the frame which has the T cross sectio analyze the states of stress at a section taken at 800 mm from the point of n shown below. It is required to 1. For the given T cross section, find the centroid and the area moment of inertia I,. 2. Draw the free body diagram of the free end of the frame and determine the interna loadings at the centroid of...
What is the reaction Ax to the nearest 0.01 kN for the following frame? El are constant and the same for all members. Consider only bending energy. W = 67 kN/m w -5 m-+ 10 m ---5 m 5 m А B 422 CHAPTER 10 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY THE FORCE METHOD 10.5 Force Method of Analysis: Frames The force method is very useful for solving problems involving statically indeterminate frames that have a single story and unusual...