External support reactions: RA= L1 RC = Consider the following values in the given beam above: L1 = 6 m 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 RF = 3 KN W1 KN KN L2 The maximum positive moment at segment AC is The maximum positive moment at segment CF is L3 2 m E kN-m. It is located at kN-m. W2 L4 L5 M G 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. L6 m from point A. H
External support reactions: RA= L1 RC = Consider the following values in the given beam above: L1 = 6 m 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 RF = 3 KN W1 KN KN L2 The maximum positive moment at segment AC is The maximum positive moment at segment CF is L3 2 m E kN-m. It is located at kN-m. W2 L4 L5 M G 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. L6 m from point A. H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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