Civil Engineering (CE) Exam  >  Civil Engineering (CE) Questions  >  Two shallow footings are located 10.5 m on ce... Start Learning for Free
Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050?
Most Upvoted Answer
Two shallow footings are located 10.5 m on centre on opposite walls of...
**Given data:**
- Distance between the two footings (centre to centre) = 10.5 m
- Settlement of first footing = 20 mm
- Settlement of second footing = 30 mm

**To find:**
- Angular distortion

**Assumptions:**
- The soil is homogeneous and isotropic.
- The settlement is uniform across the entire footing.

**Procedure:**
1. Calculate the differential settlement between the two footings.
2. Calculate the angular distortion using the formula.

**Calculation:**

1. Calculate the differential settlement:
Differential settlement = Settlement of second footing - Settlement of first footing
Differential settlement = 30 mm - 20 mm = 10 mm

2. Calculate the angular distortion:
Angular distortion = Differential settlement / (Distance between footings)
Angular distortion = 10 mm / 10.5 m

To convert mm to meters, divide by 1000:
Angular distortion = 0.01 m / 10.5 m

Simplify the fraction:
Angular distortion = 1 / 1050

Therefore, the angular distortion is 1/1050.

**Answer:**
The correct option is c) 1/1050.
Explore Courses for Civil Engineering (CE) exam

Similar Civil Engineering (CE) Doubts

Top Courses for Civil Engineering (CE)

Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050?
Question Description
Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050?.
Solutions for Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.
Here you can find the meaning of Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? defined & explained in the simplest way possible. Besides giving the explanation of Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050?, a detailed solution for Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? has been provided alongside types of Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? theory, EduRev gives you an ample number of questions to practice Two shallow footings are located 10.5 m on centre on opposite walls of a framed office building with reinforced loadbearing walls. The vertical, uniform settlements of the two footings are 20 mm and 30 mm, respectively. The footings rest on natural soil. Calculate the angular distortion. a 3 /2000 b 5/1050 c 1/1050 d 2 /1050? tests, examples and also practice Civil Engineering (CE) tests.
Explore Courses for Civil Engineering (CE) exam

Top Courses for Civil Engineering (CE)

Explore Courses
Signup for Free!
Signup to see your scores go up within 7 days! Learn & Practice with 1000+ FREE Notes, Videos & Tests.
10M+ students study on EduRev