Consider the following simply supported beam with a concentrated dead load acting at a distance of 6 feet from support A. Live load is uniformly distributed, w 2.7 k/ft. Sustained live loads acts for 43 months and is 16% of the live load. Neglect the self weight of the beam. Calculate the long term deflection. Hint: You can add the bending moment and deflections for point loads and distributed loads from the chart to find the total bending moment and deflections. Given: fy = 60 ksi, fc'=3000 psi, n = 8. %3D L= 18 ft x= 6 ft Po 38 k As = 5.8 in2 PD 24 in. As 3 in. 16 in.

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter12: Electric Current And Related Variables In Engineering
Section12.2: Electrical Circuits And Components
Problem 6BYG
icon
Related questions
icon
Concept explainers
Question
Need in 5 minutes i will give you thumsup
Consider the following simply supported beam with a concentrated dead load acting at a distance
of 6 feet from support A.
Live load is uniformly distributed, w 2.7 k/ft. Sustained live loads acts for 43 months and is 16% of
the live load.
Neglect the self weight of the beam. Calculate the long term deflection.
Hint: You can add the bending moment and deflections for point loads and distributed loads from
the chart to find the total bending moment and deflections.
Given: fy = 60 ksi, fc'=3000 psi, n= 8.
L= 18 ft
x = 6 ft
Po = 38 k
As = 5.8 in2
PD
A
24 in.
As
L
1 3 in.
16 in.
Transcribed Image Text:Consider the following simply supported beam with a concentrated dead load acting at a distance of 6 feet from support A. Live load is uniformly distributed, w 2.7 k/ft. Sustained live loads acts for 43 months and is 16% of the live load. Neglect the self weight of the beam. Calculate the long term deflection. Hint: You can add the bending moment and deflections for point loads and distributed loads from the chart to find the total bending moment and deflections. Given: fy = 60 ksi, fc'=3000 psi, n= 8. L= 18 ft x = 6 ft Po = 38 k As = 5.8 in2 PD A 24 in. As L 1 3 in. 16 in.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 6 steps with 5 images

Blurred answer
Knowledge Booster
Room relationships and sizes
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
  • SEE MORE QUESTIONS
Recommended textbooks for you
Engineering Fundamentals: An Introduction to Engi…
Engineering Fundamentals: An Introduction to Engi…
Civil Engineering
ISBN:
9781305084766
Author:
Saeed Moaveni
Publisher:
Cengage Learning
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning
Principles of Geotechnical Engineering (MindTap C…
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
Publisher:
Cengage Learning
Steel Design (Activate Learning with these NEW ti…
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning
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
Construction Materials, Methods and Techniques (M…
Construction Materials, Methods and Techniques (M…
Civil Engineering
ISBN:
9781305086272
Author:
William P. Spence, Eva Kultermann
Publisher:
Cengage Learning