L2= 2 m L3=4m L4 = 2 m L5=2 m L6 = 1 m W1 = 90 kN/m W2 = 20 kN/m P = 40 KN M = 50 kN-m External support reactions: L1 Consider the following values in the given beam above: L1 = 6 m RA= RC = 87.500 307.500 5.000 The shear and moment at point B are -182.500 The moment at point C is The moment at point D is The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is RF = KN W1 kN L2 KN -380.000 kN-m. -130.000 kN-m. L3 2 m +199.246 +50.000 E KN and -15.000 kN-m. W2 kN-m. It is located at kN. L4 kN-m. kN-m. L5 kN-m, respectively. 3.415 M G L6 H m from point A. Express all your answers in three decimal places. For the reactions, there is NO NEED to put the sign. For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark your answer wrong. No considerations.

L2= 2 m L3=4m L4 = 2 m L5=2 m L6 = 1 m W1 = 90 kN/m W2 = 20 kN/m P = 40 KN M = 50 kN-m External support reactions: L1 Consider the following values in the given beam above: L1 = 6 m RA= RC = 87.500 307.500 5.000 The shear and moment at point B are -182.500 The moment at point C is The moment at point D is The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is RF = KN W1 kN L2 KN -380.000 kN-m. -130.000 kN-m. L3 2 m +199.246 +50.000 E KN and -15.000 kN-m. W2 kN-m. It is located at kN. L4 kN-m. kN-m. L5 kN-m, respectively. 3.415 M G L6 H m from point A. Express all your answers in three decimal places. For the reactions, there is NO NEED to put the sign. For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark your answer wrong. No considerations.

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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