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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 External support reactions: RA= L1 Consider the following values in the given beam above: L1 = 6m RC = RF = KN KN W1 KN L2 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 kN. E W2 kN-m. kN-m. L4 L5 M G L6 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. H

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 External support reactions: RA= L1 Consider the following values in the given beam above: L1 = 6m RC = RF = KN KN W1 KN L2 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 kN. E W2 kN-m. kN-m. L4 L5 M G L6 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. H

Structural Analysis
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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AURS RA= RC = L1 RF = Consider the following values in the given beam above: L1 = 6 m L2= 2 m L3 = 4 m 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: B KN W1 KN kN L2 H- 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 D L3 P 2 m kN. E W2 kN-m. kN-m. L4 F L5 M G L6 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. H
Transcribed Image Text:AURS RA= RC = L1 RF = Consider the following values in the given beam above: L1 = 6 m L2= 2 m L3 = 4 m 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: B KN W1 KN kN L2 H- 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 D L3 P 2 m kN. E W2 kN-m. kN-m. L4 F L5 M G L6 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. H
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