A reinforced concrete beam has a simple span of 6.0 m and carries a dead load of 9 kN/m (including its own weight) and a live load of twice the dead load. It is required to design this beam for tension using ultimate strength design with f'e = 28 MPa, fy = 345 MPa. Use the NSCP Specifications of 2010-15. Design also the web reinforcement and check for development length. Show your final detailed plan of the reinforced concrete beam with stirrups and development lengths at both ends supports. Use clear covering of 50 mm and diameter of stirrups is 10 mm diameter. Modifying factors: y, =1.0 (reinforcement coating) y, =1.0 (reinforcement size) y, =1.0 (reinforcement location) 2 = 1.0 (normal weight of concrete) %3D %3D

A reinforced concrete beam has a simple span of 6.0 m and carries a dead load of 9 kN/m (including its own weight) and a live load of twice the dead load. It is required to design this beam for tension using ultimate strength design with f'e = 28 MPa, fy = 345 MPa. Use the NSCP Specifications of 2010-15. Design also the web reinforcement and check for development length. Show your final detailed plan of the reinforced concrete beam with stirrups and development lengths at both ends supports. Use clear covering of 50 mm and diameter of stirrups is 10 mm diameter. Modifying factors: y, =1.0 (reinforcement coating) y, =1.0 (reinforcement size) y, =1.0 (reinforcement location) 2 = 1.0 (normal weight of concrete) %3D %3D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find number of rebars.
Civil engineering Give detailed solution Dont copy i will know and report A rectangular beam is 2 hundred mm extensive and 500 mm deep. it is bolstered with 4 bars of 25 mm diameter in compression with an effective cover of 50 mm. determine the region of anxiety reinforcement had to make the beam section absolutely powerful. What then would be the moment of resistance? Use M20 concrete and Fe 250 metallic.
What is the balanced steel reinforcement (mm2) of the beam if it has a specified compressive strength of 31 MPa and steel yield strength of 279 MPa? The width of the beam is 333 mm and it has an effective depth of 788 mm. Round off only on your final answer. (3 decimal places)
Note: kindly give me both right solutions according to the question.
B) For reinforced concrete lining, the transverse reinforcement is two times the longitudinal reinforcement.O FalseO True
For a beam of cross section, width = 250 mm effective depth = 520 mm number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS: 456-2000 (assuming grade reinforcement as Fe 500)?
URGENT Please answer this problem in 1 hour. Topic is 'Analysis/design of T-beams' in Principles of Reinforced/Prestressed Concrete. I need correct answers with complete and step by step solution. Box the final answers. Do not shortcut your solution. I will give an upvote if it satisfies. Thank you!
Question 114 What is the minimum area of tension reinforcement in beams when Fe 415 is used?
Write the assumptions made for analyzing the flexural behaviors of reinforced concrete beams.
i need the answer quickly
Compute the design strength of a doubly reinforced beam given the following data: Beam width: 420 mm Effective depth: 590 mm As: 6-28 mm dia. bars As’: 3-20 mm dia. bars Steel yield strength: 345 MPa Concrete strength: 20.7 MPa Clear cover of top bars up to main compressive reinforcement: 50 mm
Need help on my Homework problem! Please help me