*pls refer to image for correct data.A 50 m steel tape weighs 0.05 kg/m and it is supported at its end points and at 16 m and 27 m marks. If a pull of 55 N is applied during measurement, a) Compute the sag correction between 0 m to 16 m marks. b) Compute the sag correction between 16 m to 27 m marks. c) Compute the sag correction between 27 m to 50 m marks. d) Compute the sag correction for one tape length.e) Compute the correction distance between the ends of the tape. A 50 m steel tape weighs 0.05 kg/m and it is supported at its end points and at 16 m and 27 m marks.If a pull of 55 N is applied during measurement,a) Compute the sag correction between 0 m to 16 m marks.b) Compute the sag correction between 16 m to 27 m marks.c) Compute the sag correction between 27 m to 50 m marks.d) Compute the sag correction for one tape length.e) Compute the correction distance between the ends of the tape.

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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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*pls refer to image for correct data. A 50 m steel tape weighs 0.05 kg/m and it is supported at its end points and at 16 m and 27 m marks. If a pull of 55 N is applied during measurement, a) Compute the sag correction between 0 m to 16 m marks. b) Compute the sag correction between 16 m to 27 m marks. c) Compute the sag correction between 27 m to 50 m marks. d) Compute the sag correction for one tape length. e) Compute the correction distance between the ends of the tape.

A 50 m steel tape weighs 0.05 kg/m and it is supported at its end points and at 16 m and 27 m marks.
If a pull of 55 N is applied during measurement,
a) Compute the sag correction between 0 m to 16 m marks.
b) Compute the sag correction between 16 m to 27 m marks.
c) Compute the sag correction between 27 m to 50 m marks.
d) Compute the sag correction for one tape length.
e) Compute the correction distance between the ends of the tape.

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