5 decimal places, Consider the following values in the given beam above:L1=6mL2= 3 mL3= 3 mL4=3 mL5= 2 mL6= 1 mW1 = 60 kN/mW2 = 20 kN/mP = 30 kNM = 40 kN-mExternal support reactions:RA=RC=RF =The shear and moment at point B areThe moment at point CisThe moment at point DiskNkNKNkN-m.kN-m.The maximum positive moment at segment AC isThe maximum positive moment at segment CF isThe maximum shear along the entire span of the beam isThe maximum positive moment along the entire span of the beam isThe maximum positive moment along the entire span of the beam iskN andkN-m. It is located atkN-m.kN.kN-m.kN-m.kN-m, respectively.W1m from point A.РINZANTY TUTORIAL SIWZUCH AS, BUT NOT LIMITED MEGG,NYZANTITOBUTCHMSITUTO DNOT FORCE UPLO TING ON AZTUTORME, ARSITY TUTORS, WYExpress 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.2 m→REHERO, SKILLI, TUTOREYZ TUTIL2E, VARSITY TUTIL3 WYZANT, ETC..NOT FOR REUPLOADING ON ANY TUTORIALTUTORME, VARSITY TUTORS, WYZANT, ETCEL4FIL5GL6H

Consider the following values in the given beam above: L1=6m L2=3m L3=3m L4=3m L5=2m L6=1m W1-60 kNm W2 = 20 kN/m P= 30 KN M = 40 kN-m External support reactions: RA= RC= RF = KN KN KN The shear and moment at point B are The moment at point Cis The moment at point Dis 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 kN-m KN and KN-m. It is located at KN-m. KN. kN-m KN-m kN-m, respectively m from point A W1 BUTOR L1 TUTORE OT FORCE PLO SING DI Express all your answers in three decimal places. For the reactions, there le NO NEED to put the sign. For Vand M values ALWAYS Include the alon (or - to denote the nature of shear and bending Not Indicating the alon will mark your answer wrong. No considerations 2m E TUTL2 ARSITY TUTIL3 WYZANT NOT FOR REUPLOADING ON ANY TUTORIAL W2 L4 O L5 M G L6 H

Consider the following values in the given beam above: L1=6m L2=3m L3=3m L4=3m L5=2m L6=1m W1-60 kNm W2 = 20 kN/m P= 30 KN M = 40 kN-m External support reactions: RA= RC= RF = KN KN KN The shear and moment at point B are The moment at point Cis The moment at point Dis 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 kN-m KN and KN-m. It is located at KN-m. KN. kN-m KN-m kN-m, respectively m from point A W1 BUTOR L1 TUTORE OT FORCE PLO SING DI Express all your answers in three decimal places. For the reactions, there le NO NEED to put the sign. For Vand M values ALWAYS Include the alon (or - to denote the nature of shear and bending Not Indicating the alon will mark your answer wrong. No considerations 2m E TUTL2 ARSITY TUTIL3 WYZANT NOT FOR REUPLOADING ON ANY TUTORIAL W2 L4 O L5 M G L6 H

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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