The continuous beam shown is to be analyzed using the moment distribution method. Assume El=constant. a. What is the fixed-end moment at C (Mco) due to the loads on member CD, in KN.m? b. What is the distribution factor at C for span BC in percent (Note: multiply DF by 100%) c. What is the moment at C in KN.m ? KAB= 110 4 kN/m 6m KBA= 18 2m 10 KN 2m с Kco = 4m 110 8 kN 6 m 2m D Koc = 100 8 use 4 decimal places

The continuous beam shown is to be analyzed using the moment distribution method. Assume El=constant. a. What is the fixed-end moment at C (Mco) due to the loads on member CD, in KN.m? b. What is the distribution factor at C for span BC in percent (Note: multiply DF by 100%) c. What is the moment at C in KN.m ? KAB= 110 4 kN/m 6m KBA= 18 2m 10 KN 2m с Kco = 4m 110 8 kN 6 m 2m D Koc = 100 8 use 4 decimal places

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

Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x250 mm section and E = 200 GPa. Show complete and organized solution. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm Given: a- 4m b- 24kN/m c- 9kN
3. Find the value of El midway between the supports for the beam shown. Use the Super Position method. -5 m- 180 KN B m El = constant E = 70 GPa I = 2,340 (106) mm4 15 kN/m m-
A beam is loaded and supported as shown. (a) Use the double-integration method to determine the reactions at supports A and B. (b) Draw the shear-force and bending-moment diagrams for the beam. (c) Determine the deflection in the middle of the span. Assume w = 11 kN, L = 7.4 m and El - 6.9 x 104 kN-m2 is constant for the beam. V. L.
Use area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kN
Q1. A continuous beam shown in Figure Q1 is held by a pin support at A and by roller supports at B and C. A uniformly distributed load of 15 kN/m is applied along span AB, and point load of 25 kN is applied 2 m from support C. (a) By using the slope deflection method, analyse the beam to determine the internal moments and reaction forces at all supports. 25 kN 15 kN/m I B I 6 m 4 m 2 m FIGURE Q1
Question 3 Determine the deflections in horizontal and vertical directions at point C and the reactions at supports A and B of the truss shown in Figure (3) using the stiffness method. Take E = 210 GPa and A = 170 mm² for all members. 24 KN 3.00 m 4.00 m Figure (3) C B 18 KN
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. a=4.5 b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=30.0kN/m c=12KN c kN b kN/m A "a" m “a" m
in Figure A2 a rigid-jointed plane frame is foxed at A and B. A vertical point load of 40 kN is shown acting on member CD. Using the Moment Distribution method, calculate the end moments of all membere of the frame. The flaxural rigidity, El is constant 40 kN El 7 m 2E 2EI
Problem # 2: Draw the shear and moment curves for the beam shown. Reaction at support B is given. Then; a) Determine the maximum value of the shear force. b) Determine the maximum positive and negative bending moment. c) Sketch the deflected shape. P = 30 kips w = 3 kips/ft 16 66² 24 . RB = 85.49 kips
A researcher was observing traffic along one lane of a rural highway. During a 1 minute time interval, ten vehicles were observed travelling 65, 64, 71, 66, 58, 72, 69, 66, 55 and 62 mph. Estimate the average vehicle spacing (ft/veh). Provide your answer to the nearest integer.