An RCC beam of rectangular cross-section has factored shear of 200 kN at its critical section. Its width b is 250 mm and effective depth d is 350 mm. Assume design shear strength Tc of concrete as 0.62 N/mm2 and maximum allowable shear stress To.max in concrete as 2.8 N/mm2. If two legged 10 mm diameter vertical stirrups of Fe250 grade steel are used, then the required spacing (in cm, up to one decimal place) as per limit state method will be
An RCC beam of rectangular cross-section has factored shear of 200 kN at its critical section. Its width b is 250 mm and effective depth d is 350 mm. Assume design shear strength Tc of concrete as 0.62 N/mm2 and maximum allowable shear stress To.max in concrete as 2.8 N/mm2. If two legged 10 mm diameter vertical stirrups of Fe250 grade steel are used, then the required spacing (in cm, up to one decimal place) as per limit state method will be
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.2P
Related questions
Question
![An RCC beam of rectangular cross-section has
factored shear of 200 kN at its critical section.
Its width b is 250 mm and effective depth d is
350 mm. Assume design shear strength Tc of
concrete as 0.62 N/mm2 and maximum
allowable shear stress To.max in concrete as
2.8 N/mm2. If two legged 10 mm diameter
vertical stirrups of Fe250 grade steel are used,
then the required spacing (in cm, up to one
decimal place) as per limit state method will
be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0edfcbd2-0bb1-4748-b10d-6e9f01f936eb%2F5d9ffe1f-f1e5-4c2e-b565-de418468fe9d%2Fy4ik5ck_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An RCC beam of rectangular cross-section has
factored shear of 200 kN at its critical section.
Its width b is 250 mm and effective depth d is
350 mm. Assume design shear strength Tc of
concrete as 0.62 N/mm2 and maximum
allowable shear stress To.max in concrete as
2.8 N/mm2. If two legged 10 mm diameter
vertical stirrups of Fe250 grade steel are used,
then the required spacing (in cm, up to one
decimal place) as per limit state method will
be
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps with 2 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
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
![Steel Design (Activate Learning with these NEW ti…](https://www.bartleby.com/isbn_cover_images/9781337094740/9781337094740_smallCoverImage.gif)
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning
![Steel Design (Activate Learning with these NEW ti…](https://www.bartleby.com/isbn_cover_images/9781337094740/9781337094740_smallCoverImage.gif)
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning