Design for torsion with shear. The 8.5 m span beam shown in Fig. 7.12a and b carries a monolithic slab cantilevering 1.8 m past the beam centerline. The resulting L beam supports a live load of 13 kN/m along the beam centerline plus 2.4 kN/m² uniformly distributed over the upper slab surface. The effective depth to the flexural steel centroid is 535 mm, and the distance from the beam surfaces to the centroid of stirrup steel is 45 mm. Material strengths are f = 35 MPa and f, = 420 MPa. Design the torsional and shear reinforcement for the beam. wompic. -8.5 m (a) 600 mm 300 mm -1.8 m- -1.65 m- (b) 150 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
Design for torsion with shear. The 8.5 m span beam shown in Fig. 7.12a and b carries a
monolithic slab cantilevering 1.8 m past the beam centerline. The resulting L beam supports a
live load of 13 kN/m along the beam centerline plus 2.4 kN/m² uniformly distributed over the
upper slab surface. The effective depth to the flexural steel centroid is 535 mm, and the distance
from the beam surfaces to the centroid of stirrup steel is 45 mm. Material strengths are f =
35 MPa and f, = 420 MPa. Design the torsional and shear reinforcement for the beam.
wampic.
V₁ KN
162.4
d
-8.5 m
140.7
1.02 m
(a)
φVe = 121.1
4 m
(c)
600 mm
300 mm
T₂ kN-m
d
52.6
-1.8 m
-1.65 m
45.5
(b)
4 m-
(d)
150 mm
Transcribed Image Text:Design for torsion with shear. The 8.5 m span beam shown in Fig. 7.12a and b carries a monolithic slab cantilevering 1.8 m past the beam centerline. The resulting L beam supports a live load of 13 kN/m along the beam centerline plus 2.4 kN/m² uniformly distributed over the upper slab surface. The effective depth to the flexural steel centroid is 535 mm, and the distance from the beam surfaces to the centroid of stirrup steel is 45 mm. Material strengths are f = 35 MPa and f, = 420 MPa. Design the torsional and shear reinforcement for the beam. wampic. V₁ KN 162.4 d -8.5 m 140.7 1.02 m (a) φVe = 121.1 4 m (c) 600 mm 300 mm T₂ kN-m d 52.6 -1.8 m -1.65 m 45.5 (b) 4 m- (d) 150 mm
Expert Solution
steps

Step by step

Solved in 7 steps

Blurred answer
Knowledge Booster
System of units
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.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning