External support reactions: RA = L1 Consider the following values in the given beam above: L1 = 6 m L2= 2 m L3 = 4 m L4 = 2m L5 = 2m L6 = 1 m W1 = 90 kN/m W2 = 20 kN/m P = 40 KN M = 50 kN-m RC = RF = KN KN W1 KN L2 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 L3 2 m E kN-m. kN-m. It is located at W2 kN. L4 kN-m. kN-m. L5 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 Y and M values ALWAYS include the sign (+ or -) to denote the nature of sheer and hending Not indicating the sign will mark

External support reactions: RA = L1 Consider the following values in the given beam above: L1 = 6 m L2= 2 m L3 = 4 m L4 = 2m L5 = 2m L6 = 1 m W1 = 90 kN/m W2 = 20 kN/m P = 40 KN M = 50 kN-m RC = RF = KN KN W1 KN L2 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 L3 2 m E kN-m. kN-m. It is located at W2 kN. L4 kN-m. kN-m. L5 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 Y and M values ALWAYS include the sign (+ or -) to denote the nature of sheer and hending Not indicating the sign will mark

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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