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A horizontal fixed beam ABof span 6 m has uniform flexural rigidity of 4200 kN m2. During loading, the support B sinks downwards by 25 mm. The moment induced at the end A isa)105 kN m (Anticlockwise)b)17.5 kN m (Clockwise)c)17.5 kN m (Anticlockwise)d)105 kN m (Clockwise)Correct answer is option 'C'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared
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the Civil Engineering (CE) exam syllabus. Information about A horizontal fixed beam ABof span 6 m has uniform flexural rigidity of 4200 kN m2. During loading, the support B sinks downwards by 25 mm. The moment induced at the end A isa)105 kN m (Anticlockwise)b)17.5 kN m (Clockwise)c)17.5 kN m (Anticlockwise)d)105 kN m (Clockwise)Correct answer is option 'C'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam.
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A horizontal fixed beam ABof span 6 m has uniform flexural rigidity of 4200 kN m2. During loading, the support B sinks downwards by 25 mm. The moment induced at the end A isa)105 kN m (Anticlockwise)b)17.5 kN m (Clockwise)c)17.5 kN m (Anticlockwise)d)105 kN m (Clockwise)Correct answer is option 'C'. Can you explain this answer?, a detailed solution for A horizontal fixed beam ABof span 6 m has uniform flexural rigidity of 4200 kN m2. During loading, the support B sinks downwards by 25 mm. The moment induced at the end A isa)105 kN m (Anticlockwise)b)17.5 kN m (Clockwise)c)17.5 kN m (Anticlockwise)d)105 kN m (Clockwise)Correct answer is option 'C'. Can you explain this answer? has been provided alongside types of A horizontal fixed beam ABof span 6 m has uniform flexural rigidity of 4200 kN m2. During loading, the support B sinks downwards by 25 mm. The moment induced at the end A isa)105 kN m (Anticlockwise)b)17.5 kN m (Clockwise)c)17.5 kN m (Anticlockwise)d)105 kN m (Clockwise)Correct answer is option 'C'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice A horizontal fixed beam ABof span 6 m has uniform flexural rigidity of 4200 kN m2. During loading, the support B sinks downwards by 25 mm. The moment induced at the end A isa)105 kN m (Anticlockwise)b)17.5 kN m (Clockwise)c)17.5 kN m (Anticlockwise)d)105 kN m (Clockwise)Correct answer is option 'C'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.