0 Question 7 1. AT-beam with bf-700mm, hf-100mm, bw-200mm, h-400mm, cc-40mm, stirrups-12mm, fc-21Mpa, fy-415Mpa is reinforced by 4-32mm diameter bars for tension only. Calculate the depth of the neutral axis. Calculate the nominal moment capacity Question 8 A cantilever beam 300mm x 450mm with a span of 3m, reinforced by 3-20mm diameter rebar for tension, 2-20mm diameter rebar for compression is to carry a uniform dead load of 20kN/m and uniform live load of 10kN/m. Assuming fe-21Mpa, fy-276Mpa, cc-40m, and stimups-10mm, d-58mm, calculate the following 1. Cracking Moment 2. Moment of Inertia Effective 3. Instantaneous deflection
0 Question 7 1. AT-beam with bf-700mm, hf-100mm, bw-200mm, h-400mm, cc-40mm, stirrups-12mm, fc-21Mpa, fy-415Mpa is reinforced by 4-32mm diameter bars for tension only. Calculate the depth of the neutral axis. Calculate the nominal moment capacity Question 8 A cantilever beam 300mm x 450mm with a span of 3m, reinforced by 3-20mm diameter rebar for tension, 2-20mm diameter rebar for compression is to carry a uniform dead load of 20kN/m and uniform live load of 10kN/m. Assuming fe-21Mpa, fy-276Mpa, cc-40m, and stimups-10mm, d-58mm, calculate the following 1. Cracking Moment 2. Moment of Inertia Effective 3. Instantaneous deflection
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Question 7
1. AT
AT-beam with bf-700mm, hf-100mm, bw-200mm, h-400mm, cc-40mm, stirrups-12mm, fc-21Mpa, fy-415Mpa is reinforced by 4-32mm diameter bars for
tension only.
Calculate the depth of the neutral axis
Calculate the nominal moment capacity
Question 8
A cantilever beam 300mm x 450mm with a span of 3m, reinforced by 3-20mm diameter rebar for tension, 2-20mm diameter rebar for compression is to carry a
uniform dead load of 20kN/m and uniform live load of 10kN/m. Assuming fc-21Mpa, fy-276Mpa, cc-40m, and stirrups-10mm, d-58mm, calculate the following
1. Cracking Moment
2. Moment of Inertia Effective
3. Instantaneous deflection](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F89f8dde5-ac6b-477a-aa58-3cd262523994%2F28700e92-61d5-4f63-841a-d6a340a52e81%2Fdxq4ir8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 7
1. AT
AT-beam with bf-700mm, hf-100mm, bw-200mm, h-400mm, cc-40mm, stirrups-12mm, fc-21Mpa, fy-415Mpa is reinforced by 4-32mm diameter bars for
tension only.
Calculate the depth of the neutral axis
Calculate the nominal moment capacity
Question 8
A cantilever beam 300mm x 450mm with a span of 3m, reinforced by 3-20mm diameter rebar for tension, 2-20mm diameter rebar for compression is to carry a
uniform dead load of 20kN/m and uniform live load of 10kN/m. Assuming fc-21Mpa, fy-276Mpa, cc-40m, and stirrups-10mm, d-58mm, calculate the following
1. Cracking Moment
2. Moment of Inertia Effective
3. Instantaneous deflection
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