NormalNo SpacingHeading 1Heading 2StylesPaneDictateEditorCrea5.A new building is being construct and linear measurement of two bays shown intable 1.0.ВayMeasured LengthTemperature (C)Tension (N)121.36730163235.64829170The 30 m steel tape was used in this measurement having mass of 0.30 N/m and across-sectional area of 4.00mm². It was standardized on the flat at 25°c under apull of 120 N. The coefficient of linear expansion for the steel tape is 1.7 x 10-5/°cand Young's modulus is 20.0 x 101 MN/m2. Determine the absolute length of thissurvey line.(P- Ps) ELTension Correction =AE3Sagging Correction =%3D24 P2Temperature CorrectionaL (t-t.)

Answered: Image /qna-images/answer/afbf54ef-d151-4503-91fa-d99fd452b524.jpg

A new building is being construct and linear measurement of two bays shown in table 1.0. Вay Measured Length Temperature (°C) Tension (N) 1 21.367 30 163 35.648 29 170 The 30 m steel tape was used in this measurement having mass of 0.30 N/m and a cross-sectional area of 4.00mm?. It was standardized on the flat at 25°c under a pull of 120 N. The coefficient of linear expansion for the steel tape is 1.7 x 10-5/°c and Young's modulus is 20.0 x 104 MN/m2. Determine the absolute length of this survey line. (P- Ps) EL Tension Correction D %3D AE w'YL 24 P2 Sagging Correction = %3D Temperature Correction aL (t-t.) 5.

A new building is being construct and linear measurement of two bays shown in table 1.0. Вay Measured Length Temperature (°C) Tension (N) 1 21.367 30 163 35.648 29 170 The 30 m steel tape was used in this measurement having mass of 0.30 N/m and a cross-sectional area of 4.00mm?. It was standardized on the flat at 25°c under a pull of 120 N. The coefficient of linear expansion for the steel tape is 1.7 x 10-5/°c and Young's modulus is 20.0 x 104 MN/m2. Determine the absolute length of this survey line. (P- Ps) EL Tension Correction D %3D AE w'YL 24 P2 Sagging Correction = %3D Temperature Correction aL (t-t.) 5.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

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Heading 1
Heading 2
Styles
Pane
Dictate
Editor
Crea
5.
A new building is being construct and linear measurement of two bays shown in
table 1.0.
Вay
Measured Length
Temperature (C)
Tension (N)
1
21.367
30
163
2
35.648
29
170
The 30 m steel tape was used in this measurement having mass of 0.30 N/m and a
cross-sectional area of 4.00mm². It was standardized on the flat at 25°c under a
pull of 120 N. The coefficient of linear expansion for the steel tape is 1.7 x 10-5/°c
and Young's modulus is 20.0 x 101 MN/m2. Determine the absolute length of this
survey line.
(P- Ps) EL
Tension Correction =
AE
3
Sagging Correction =
%3D
24 P2
Temperature Correction
aL (t-t.)

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