Hi, please kindly answer the situation 1. Thank you (Situation 1) Consider the following beam:AAX37 kN/m5 mL(a) Determine the support reactions at A and B.(b) Draw the shear and bending moment diagram of the beam.(c) Using DIM with Macaulay brackets, derive the equations for the slope and deflection of the beam at any location x from A. Assume El to beconstant.(d) Using the derived equations from (c), determine the slope at the supports, as well as the location and magnitude of the maximum deflection.(Situation 2) Consider the following beam (Assume A to be fixed, B to be an internal hinge, and C to be roller.):I= 1680 x 106 mm4YmaxBHinge-2.5 m-WE constant = 205 GPaB2155 KN-2.5 m-I= 1260 x 106 mm4(a) Determine the support reactions at A and C.(b) Draw the bending moment diagram-by-parts of the beam. Use A as the reference point.(c) Using MAM, determine the slope and deflection at D.(Situation 3) Consider the same beam in Situation 2. Determine the deflection at D using virtual work method.D

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(Situation 1) Consider the following beam: X y max W B (a) Determine the support reactions at A and B. (b) Draw the shear and bending moment diagram of the beam. (c) Using DIM with Macaulay brackets, derive the equations for the slope and deflection of the beam at any location x from A. Assume El to be constant. (d) Using the derived equations from (c), determine the slope at the supports, as well as the location and magnitude of the maximum deflection.

(Situation 1) Consider the following beam: X y max W B (a) Determine the support reactions at A and B. (b) Draw the shear and bending moment diagram of the beam. (c) Using DIM with Macaulay brackets, derive the equations for the slope and deflection of the beam at any location x from A. Assume El to be constant. (d) Using the derived equations from (c), determine the slope at the supports, as well as the location and magnitude of the maximum deflection.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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