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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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