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Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect 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 Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect 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 Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect answer is option 'D'. Can you explain this answer?.

Solutions for Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect 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 Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect answer is option 'D'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect answer is option 'D'. Can you explain this answer?, a detailed solution for Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect answer is option 'D'. Can you explain this answer? has been provided alongside types of Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect answer is option 'D'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice Linked Question 21 & 22In the design of beams for unit limitstate of collapse in flexure (as perIS : 456 : 2000), let the maximumstrain in concrete be limited to0.0025 (in place of 0.0035). Forthis situation, consider arectangular beam section withbreadth as 300 mm, effective depthas 450 mm, Area of tension steelas 1500 mm2, and characteristicstrength of concrete and steel as 30Mpa and 250 Mpa respectively.Q. The depth of neutral axis for thebalanced failure isa)156 mmb)305 mmc)312 mmd)201 mmCorrect answer is option 'D'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.