Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A D Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa I. II.

Figure 02 "W/1.5, KN/m" C 4.55m 1.69m b2= 0.45m h2= 0.65m "Wx1m, KN" b1= 0.65m 8.36m h1= 0.65m b3= 0.65m 7.20m h3= 0.65m "W/1.25, KN/m" | A D Using Moment Distribution Method for Figure 01 and Figure 02, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x107 KPa Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MBA, MBc, McB, McD, Moc and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107 KPa I. II.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
The bar system given in the figure above, (between AB: 1m / BC between: 3m / CD: 2m) a) Show the support reactions and load occurring on the rod. b) Do you calculate support reactions? c) Calculate the Normal Force, Shear Force and Moment values by cutting from the points you have determined. d) Draw cross-section impact diagrams? Do you specify the maximum positive and negative moment values? e) Check the cross-sectional influence diagrams with a simple method, briefly explain the control steps.
Using MOMENT DISTRIBUTION METHOD determine the following: a. FEM and DF b. Reactions c. Shear and Moment Diagram Please show the complete solution.
Please solve for the reaction using Moment Distribution method. Show complete solution and draw fbd. Draw moment distribution table. thanks!
Determine the member end moment and reaction for the structure below by using moment distribution method
an overhang beam is situated above a cantilever beam carrying its roller support. determine the absolute value of vertical reaction at A, B,C,D,E.(in kN)
The bar system given in the figure above, (between AB: 1m / BC between: 3m / CD: 2m)a) Show the support reactions and load resultant on the rod?b) find the support reactions?c) find the Normal Force, Shear Force and Moment values by cutting from the points you have determined?d) Draw the cross section effect diagrams? Indicate the maximum positive and negative moment values?e) Check the cross-section influence diagrams with a simple method, explain the control steps briefly?
Analyze the frame by moment distribution method. 1. what is the ditribution factor at B for member BC? 2. what is the moment(KNm) at C? 3. What is the vertical reaction(KN) at A? 4. What is the horizontal reaction(KN) at C?
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
Determine the reactions and the expected horizontal displacement at point D by applying 1 unit load at D directed to the right.
For the beam and loadings shown, calculate the moment reaction at D. Group of answer choices 108 kN.m 256.2 kN.m 224.5 kN.m 419.667 kN.m
In the figure provided below: determine the vertical reaction at Point B and E.