V 30 kN/m A B C 6 m - 3m → A 9-meter propped beam is acted upon by a triangular distributed load as shown above. Using the specified coordinate system shown, A. B. C. D. X Derive the relationships between the unknown reactions using equilibrium. Set-up the moment function of the beam in terms of the unknown reactions. Enumerate the boundary conditions of the beam. Determine the unknown reactions and integration constants, C1 and C2.

V 30 kN/m A B C 6 m - 3m → A 9-meter propped beam is acted upon by a triangular distributed load as shown above. Using the specified coordinate system shown, A. B. C. D. X Derive the relationships between the unknown reactions using equilibrium. Set-up the moment function of the beam in terms of the unknown reactions. Enumerate the boundary conditions of the beam. Determine the unknown reactions and integration constants, C1 and C2.

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

I need the correct answer and as soon as possible please
ASAP. Round off the final answers to two decimal places. answer a and b only
Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where a = 3m, b = 2m, P = 100 Kn
Question 1: Equilibrium of rigid body The uniform beam AD, which is supported by pin at point A and by roller at point C, carries the loads as shown in the figure below. Neglecting the weight of the beam and considering the system to be at equilibrium, (a) draw the free body diagram of the system (b) determine the reactive force at point C (c) determine the reactive forces at point A. 120 kN/m -2m- 100 KN B 2 m C + 120 kN/m o 2m 30⁰ D 120 kN
A. Determine the magnitude of normal reaction at A B. Determine the x component of the reaction at B C. Determine the y component of the reaction at B
Q2: For the cantilever beam Shown in Figure 2. Use the data from Table 2. Find the following: I. II. III. The bending moment at B Draw the shear force and bending moment diagrams for the beam The reaction at fixed end Rcy The reaction at the fixed end Mc The shear force at B IV. V. 5kN/m 40 kN A В 2m 2m Figure 2
The 184-lb exerciser is beginning to execute a bicep curl. When in the position shown with his right elbow fixed, he causes the 18-lb cylinder to accelerate upward at the rate 0.20g. Neglect the effects of the mass of his lower arm and estimate the normal reaction forces at A and B. Friction is sufficient to prevent slipping. A Part 1 10" 10" 13" Correct Find the tension T in the rope. Answer: T= B Hint 21.6 eTextbook and Media 23° 65" lb 18 lb
Engineering statics
TOS.
Exercise 5: F (N) C h (At) A M (lb ft) 4 (ft) l3 (ft) Determine the reaction forces at A, C, D, and E In the cell above give the magnitude of the reaction force at D. One have: • width of the frame: / =4 ft, 2 =3 ft, and /3 =7 ft • height of the frame: h =8 ft • Magnitude of the punctual force: F =2 N • Moment at A: M =891 Ib.ft • Orientation of the punctual force: 0 = 43° %3D
Calculate the reactions of the structure shown in figure. El is constant. 4.0 m 2.0 m Half circle 100 kN www