-/15 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. Part 1 Draw a free body diagram of the beam. Use symmetry to determine support reactions A, and Cy. MA MB Answer: kN Ay= By= i kN

-/15 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. Part 1 Draw a free body diagram of the beam. Use symmetry to determine support reactions A, and Cy. MA MB Answer: kN Ay= By= i kN

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 Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
A beam is loaded and supported as shown. (a) Use the double-integration method to determine the reactions at supports A and C. (b) Draw the shear-force and bending-moment diagrams for the beam. (c) Determine the deflection in the middle of the span. Assume P = 59 kN, L = 9.4 m and El = 6.0x 104 kN-m2 is constant for the beam. P A В C
QUESTION 2 a) Use the conjugate beam method to determine the slope and deflection of point A of the cantilever beam AB of length L and uniform flexural rigidity El. A concentrated force P is applied at the free end.
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
Determine the maximum deflection of the steel beam shown. The reactions have been computed. E = 200 GPa, I = 60(10^6)mm^4. Use AREA MOMENT METHOD
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.
3. Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 kN.m andL = 3 m. El is constant 2Mo
A simply supported beam has a span length of 13 meters. It carries a concentrated load of 5 kN located 4 meters from the left support. It also carries a uniformly distributed load of 3 kN/m applied over a span of 5 meters starting from a point 8 meters from the left support. Determine the deflection (mm) at the point where the concentrated load is acting. Use E = 200 GPa and I=70(106) mm4. Do not include sign.
Determine bending moment and the vertical deflection under the 40-KN load. E=constant. Use any method. 36 KN/m 140 KN 24 KN/m A 5 m 2 m 2 m 6 m 1.51
UNO
Using mcd pls
use virtual work method to determine horizontal and vertical components of the deflection at joint B of the truss P D A E B -2 at L EA= = constant P A F |--