A simple T-beam with bf-600mm h-500mm hf-100mm, bw-300mm with a span of 3m, reinforced by 5-20mm 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-415Mpa, d-60mm, cc-40m and stirrups-10mm, Calculate the cracking moment:
A simple T-beam with bf-600mm h-500mm hf-100mm, bw-300mm with a span of 3m, reinforced by 5-20mm 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-415Mpa, d-60mm, cc-40m and stirrups-10mm, Calculate the cracking moment:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Question 9
A simple T-beam with bf-600mm h-500mm hf-100mm, bw-300mm with a span of 3m, reinforced by 5-20mm 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-415Mpa, d'-60mm, cc-40m and
stirrups-10mm,
Calculate the cracking moment:
Question 10
A concrete one-way slab has a total thickness of 120 mm. The slab will be reinforced with 12-mm-diameter bars with fy - 275 MPa, fc-21 MPa. Determine the
area of rebar in mm'if the total factored moment acting on 1-m width of slab is 23 kN-m width of slab is 23 kN-m. Clear concrete cover is 20 mm.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F89f8dde5-ac6b-477a-aa58-3cd262523994%2F1413f645-84bd-404a-a470-0aca03cb3017%2Fmb71c5_processed.png&w=3840&q=75)
Transcribed Image Text:Question 9
A simple T-beam with bf-600mm h-500mm hf-100mm, bw-300mm with a span of 3m, reinforced by 5-20mm 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-415Mpa, d'-60mm, cc-40m and
stirrups-10mm,
Calculate the cracking moment:
Question 10
A concrete one-way slab has a total thickness of 120 mm. The slab will be reinforced with 12-mm-diameter bars with fy - 275 MPa, fc-21 MPa. Determine the
area of rebar in mm'if the total factored moment acting on 1-m width of slab is 23 kN-m width of slab is 23 kN-m. Clear concrete cover is 20 mm.
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