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A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer?.

Solutions for A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer?, a detailed solution for A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? has been provided alongside types of A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A stiffness matrix is to be generated for beam AB as a horizontal flexural member. As per the method adopted for calculation of stiffness matrix, if end A is given translational displacement in a vertically upward direction, the end forces generated at the end ‘B’ area)No force at end Bb)-12EI/L3vertical force and 6EI/L2momentc)-6EI/L3vertical force and 2EI/L momentd)-6EI/L2 vertical force and 4EI/L momentCorrect answer is option 'B'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.