Draw the elastic curve of the beam shown. Determine the deflection (indicate upward or downward) at B and C and the slope (indicate CW or CCW) at B and E of the given beam below. Express your answer interms of El. Use Area Moment Method. 100 kN 20 kN/m BY E Internal Hinge 2EI EI EI 2 m 2 m 2 m 2 m +

Draw the elastic curve of the beam shown. Determine the deflection (indicate upward or downward) at B and C and the slope (indicate CW or CCW) at B and E of the given beam below. Express your answer interms of El. Use Area Moment Method. 100 kN 20 kN/m BY E Internal Hinge 2EI EI EI 2 m 2 m 2 m 2 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

solve step by step in digital format Solve the following exercises by the conjugate beam method A 18 ft 6 klb/ft
Which of the following is considered as Energy Method?I. Direct Integration Method II. Virtual Work Method III. Castigliano's Second Theorem IV. Conjugate beam Method choose in the choices
Hand written please
SHOW COMPLETE AND CLEAN SOLUTION and DRAW ILLUSTRATION SOLVE THE PROBLEMS USING THE DOUBLE INTEGRATION METHOD
The following may be used in getting the resultant of forces except: A Square Rule B Triangle Rule (c) Trigonometry D Parallelogram Law
Structural Theory I
Problem 2. Please try to find the equation for transforming the displacement components from that in Cartesion systems to that in Polar systems. (Hint, use geometry directly.)
Considering the solution above, can you help with part (d) 3. The beam shown below has a Young’s modulus of 50 GPa and has a square cross-section of side1 cm. Determine the following using the second-order integration method:(a) Bending moment M(x) along the length of the beam.(b) The slope of the beam θ(x).(c) The deflection of the beam v(x).(d) Slope of the beam at support θB
Using Double Integration Method derive an expression for the maximum value of deflection for the simply supported beam