ced concrete T- beam, section in Figure 2 (a), is subjected to an ultimate uniform load and concentrated loads as shown in the Figure 2(b). The beam is reinforced with 6- 28 mm diameter tension bars at the point of maximum positive moment (at midspan - bars at the bottom), and 3-28 mm diameter tension bars at the point of maximum negative moment (at the supports - bars at the top) .. The design properties used are: f ‘c = 21 MPa and fy = 414 MPa, ; flange width = 650 mm, flange thickness is = 90 mm; web thickness = 250 mm; effective depth = 410 mm. Need to answer Q. Determine the safe value of Pu as required by flexure at the point of maximum positive moment
ced concrete T- beam, section in Figure 2 (a), is subjected to an ultimate uniform load and concentrated loads as shown in the Figure 2(b). The beam is reinforced with 6- 28 mm diameter tension bars at the point of maximum positive moment (at midspan - bars at the bottom), and 3-28 mm diameter tension bars at the point of maximum negative moment (at the supports - bars at the top) .. The design properties used are: f ‘c = 21 MPa and fy = 414 MPa, ; flange width = 650 mm, flange thickness is = 90 mm; web thickness = 250 mm; effective depth = 410 mm. Need to answer Q. Determine the safe value of Pu as required by flexure at the point of maximum positive moment
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
A reinforced concrete T- beam, section in Figure 2 (a), is subjected to an ultimate uniform
load and concentrated loads as shown in the Figure 2(b). The beam is reinforced with 6-
28 mm diameter tension bars at the point of maximum positive moment (at midspan -
bars at the bottom), and 3-28 mm diameter tension bars at the point of maximum negative
moment (at the supports - bars at the top) .. The design properties used are: f ‘c = 21
MPa and fy = 414 MPa, ; flange width = 650 mm, flange thickness is = 90 mm; web
thickness = 250 mm; effective depth = 410 mm.
Need to answer
Q. Determine the safe value of Pu as required by flexure at the point of maximum
positive moment
Transcribed Image Text:tak
te
T
br
A₂
b
(a)
2Pu
1.5 m
Figure 2
4P
W₁-10 kN/m
2.5 m
(b)
2.5m
2P
1.5m
Expert Solution
Step by step
Solved in 9 steps with 8 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning