Problem-1: The beam shown in figure below is subjected to a vertical distributed load at BC of 10 kN/m and a concentrated load at free end at D of 30 kN. Using the slope deflection method, determine the moment at the fixed end support A, the roller support B and C. Take I= 511062 mm*, E = 200 GPa. 30 kN 10 kN/m A -6 m- -9 m- 4 m-

Problem-1: The beam shown in figure below is subjected to a vertical distributed load at BC of 10 kN/m and a concentrated load at free end at D of 30 kN. Using the slope deflection method, determine the moment at the fixed end support A, the roller support B and C. Take I= 511062 mm*, E = 200 GPa. 30 kN 10 kN/m A -6 m- -9 m- 4 m-

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
SLOPE DEFLECTION METHOD A continuous beam ABCD is loaded as shown. Determine the value of the end moments. El = constant. 25 kN 20 KN 9AN/m 4m Ym
SLOPE DEFLECTION METHOD A continuous beam ABCD is loaded as shown. Determine the value of the end moments. El = constant. 1. 20KN 25 kN BQ 4m 4m 4m
Determine the following unknowns on the beam shown below using AREA-MOMENT METHOD. Consider 150mm x 150mm section and E = 80 GPa. Show complete and organized solution. Solve the following: - Vertical Reaction at B in kN. - Moment Reaction at A in kN-m. - Deflection at point C in mm. - Deflection at midspan of AB in mm.
1. The simply supported beam shown carries a load that varies from zero at A to 48kN/m at B. Compute (a) slope of the elastic curve at A; (b) slope of the elastic curve at B; (c) deflection 4m to the right of A. EI = constant 48 kN/m A B 6 m
ACTIVITY 3- Beam Analysis Analyze the loaded beam as shown. Be guided as follows: a. Solve for the reactions at supports b. Draw Shear and Moment Diagrams C. Compute for deflection at A (AA) and slope at C (0c) using Conjugate Beam Method 50 kN 90 kN ↓ B A JAUME |-6: 6 m 9 m El = constant E = 70 GPa I=95 (106) mm4 -9 m
For the loaded beam shown, using moment - area method. a. Determine the value of Elő at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and I=65.0x10€ mm“. 24 kN 18 kNim B |-1,5 m--1.5 m→ 3 m
Vertical rod CD of length L = 2 m, cross-sectional area A 150 mm2 %3D and modulus of elasticity E = 70 GPa supports a rigid beam AC of negligible weight, which, in turn, supports a uniformly distributed load over segment AB. When there is no load, the beam is horizontal. Determine wo (in kN/m) if the allowable deflection at A is 10 mm. 2 m B. WO TA 2 m D.
1. The 5-mm thick 300-mm wide rectangular tubular A36 steel beam carries the loading as shown. Using the double integration method, determine the beam height given that the maximum deflection of the beam is 1.5 mm. 10 KN 5 KN 4 KN/M V 3 2 1/1 2
Analyze the loaded beam as shown. Be guided as follows: Solve for the reactions at supports Draw Shear and Moment Diagrams Compute for deflection at A (AA) and slope at C (0c) using Conjugate Beam Method a. b. С. 50 kN 90 kN D A C 6 m 9 m 9 m El = constant E = 70 GPa %3D I = 95 (106) mm4
A simply supported beam carries a load as shown in the figure below. What is the value of deflection and slope at point Bif E = 200 GPa and the beam cross section is 300 mm by 550 mm. Use Moment-Area Method. 60 kN 32 kN / m EI B 1.2 El 4 m 2 m 2 m
ACTIVITY 3 - Beam Analysis Analyze the loaded beam as shown. Be guided as follows: a. Solve for the reactions at supports b. Draw Shear and Moment Diagrams C. Compute for deflection at A (AA) and slope at C (oc) using Conjugate Beam Method 50 kN 90 kN B ↓ A |---6 m 9 m El = constant E = 70 GPa I=95 (106) mm4 -9 m