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At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. 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 At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. 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 At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. Can you explain this answer?.

Solutions for At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. 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 At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. Can you explain this answer?, a detailed solution for At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. Can you explain this answer? has been provided alongside types of At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice At the limit state of collapse, an RC beam is subjected to flexural moment 200 kNm, shear force 20 kN, and torque 9 kNm. The beam is 300 mm wide and has a gross depth of 425 mm, with an effective cover of 25mm. The equivalent nominal shear stress ( τve) as calculated using the design code turns out to be lesser than the design shear strength ( τc) of the concrete.Q.The equivalent flexural moment (Mel ) for designing the longitudinal tension steel isa)187 kNmb)200 kNmc)29 kNmd)213 kNmCorrect answer is option 'D'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.