RCC design, design of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
Prepared by madam rafia firdous. She is a lecturer and instructor in subject of Plain and Reinforcement concrete at University of South Asia LAHORE,PAKISTAN.
Prepared by madam rafia firdous. She is a lecturer and instructor in subject of Plain and Reinforcement concrete at University of South Asia LAHORE,PAKISTAN.
this slide will clear all the topics and problem related to singly reinforced beam by limit state method, things are explained with diagrams , easy to understand .
RCC design, Analysis of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
RCC design, Analysis of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
this slide will clear all the topics and problem related to singly reinforced beam by limit state method, things are explained with diagrams , easy to understand .
RCC design, Analysis of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
RCC design, Analysis of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
RCC design, Analysis of flanged beam, T beam, anna university, CE8501, Moment of resistance, neutral axis depth, Civil Engineering, design of beams, limit state method, IS 456, SP 16
A possible solution to the struct-hub second design assessment. Inspired by the civic centre building 2018 involving wide slab panels of solid slab construction
Explains in detail about the planning and designing of a G + 2 school building both manually and using software (STAAD Pro).
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Se presenta la solución de varios problemas sobre el análisis de esfuerzos en vigas, normales por flexión y cortante, aplicando los conceptos básicos de la mecánica de materiales
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Determination of anchorage zone stresses in post-tensioned beams by Magnel’s method, Guyon’s
method and IS1343 code – design of anchorage zone reinforcement – Check for transfer bond
length in pre-tensioned beams.
Basic concepts – Advantages – Materials required – Systems and methods of prestressing –
Analysis of sections – Stress concept – Strength concept – Load balancing concept – Effect of
loading on the tensile stresses in tendons
Effect of tendon profile on deflections – Factors
influencing deflections – Calculation of deflections – Short term and long term deflections - Losses
of prestress
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Biological screening of herbal drugs: Introduction and Need for
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Read| The latest issue of The Challenger is here! We are thrilled to announce that our school paper has qualified for the NATIONAL SCHOOLS PRESS CONFERENCE (NSPC) 2024. Thank you for your unwavering support and trust. Dive into the stories that made us stand out!
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1. CE8501 Design Of Reinforced Cement Concrete Elements
Unit 2 – Design of Beams
Design of Flanged beams
[As per IS456:2000]
Presentation by,
P.Selvakumar.,B.E.,M.E.
Assistant Professor,
Department Of Civil Engineering,
Knowledge Institute Of Technology, Salem.
1
2. Neutral axis depth
• Case I: Neutral axis lies within the flange [xu<Df, if true]
xu =
0.87 𝑓𝑦 𝐴𝑠𝑡
0.36 𝑓𝑐𝑘 𝑏
• Case II: Neutral axis lies ouside the flange
Category 1: 3/7 xu ≥ Df
Category 2: 3/7 xu < Df
2
4. Moment of resistance
• Case I
Mu = 0.87 fy Ast d [1 -
𝐴 𝑠𝑡
𝑓𝑦
𝑏 𝑑 𝑓𝑐𝑘
]
• Case II (Category 1) (Df)
Mu = 0.36
𝑥 𝑢
,
𝑚𝑎𝑥
𝑑
[ 1- 0.42
𝑥 𝑢
,
𝑚𝑎𝑥
𝑑
] fck bw d2 + 0.45 fck (bf –bw) Df (d-
𝐷 𝑓
2
)
• Case II (Category 2) (yf)
Mu = 0.36
𝑥 𝑢
,
𝑚𝑎𝑥
𝑑
[ 1- 0.42
𝑥 𝑢
,
𝑚𝑎𝑥
𝑑
] fck bw d2 + 0.45 fck (bf –bw) yf (d-
𝑦 𝑓
2
)
4
5. Area of steel (Approximate)
Approximate Ast can be calculated from following expression
Ast =
𝑀 𝑢
0.87 𝑓𝑦 𝑧
Approximate Lever arm can be calculated from following expression
z = d -
𝐷 𝑓
2
5
6. Problem#04
• In a flanged beam, bf= 960mm, bw=200mm, Df=125mm, d= 315mm
and factored moment = 240 kNm. Check the capacity of the beam
to carry the load and if it is safe, design the steel required. Assume
Fe 415 steel and M20 concrete.
• Given:
6
fck = 20 N/mm2
fy = 415 N/mm2
Ast = ?
bf= 960mm
bw=200mm
Df=125mm
d= 315mm
Mu = 240 kNm.
125 mm
200 mm
315 mm
960 mm
7. Step 1: Approximate Lever arm distance
z = d -
𝐷 𝑓
2
= 315 -
125
2
z = 252.5 mm
7
9. Step 3: Neutral axis depth
Case - I
• Assuming the depth of NA lies within the flange
xu =
0.87 𝑓𝑦 𝐴𝑠𝑡
0.36 𝑓𝑐𝑘 𝑏𝑓
=
0.87 ∗415 ∗2945.4
0.36 ∗20 ∗960
xu = 153.85mm > Df is 125mm [Hence our assumption is Wrong]
9
10. Step 3: Neutral axis depth
Case II:
• Assuming the depth of NA lies outside the flange
𝐷 𝑓
𝑑
=
125
315
= 0.39 > 0.2
Hence it comes under category 2
10