Q2) A line AB of slope 3% was measured with steeltape of 30m to be 175.66 m. The weighing of tapewas 0.032 m/kg with cross-sectional area of 0.049cm2 and has length of 30.02m at standard conditionsof 20°C and a tension of 6 kg. For each time used, itwas supported at three points (ends and middle) withtension of 9kg and temperature of 30°C. Compute thecorrected horizontal distance when the modulus of?elasticity is 2.15*106 kg/cm2 and (a=1.15 *10-5 /°C)

IN THE linear measurement mainly use following type of chain revenue chain length = 33ft Gunter's…

AB of slope 3% Was mea steel tape of 30m to be 175.66 m. The weighing of tape was 0.032 m/kg with cross-sectional area of 0.049 m2 and has length of 30.02m at standard conditions of 20°C and a tension of 6 kg. For each time used, it as supported at three points (ends and middle) with nsion of 9kg and temperature of 30°C. Compute the corrected horizontal distance when the modulus of lasticity is 2.15*106 kg/cm2 and (a=1.15 10-5 /°C)

AB of slope 3% Was mea steel tape of 30m to be 175.66 m. The weighing of tape was 0.032 m/kg with cross-sectional area of 0.049 m2 and has length of 30.02m at standard conditions of 20°C and a tension of 6 kg. For each time used, it as supported at three points (ends and middle) with nsion of 9kg and temperature of 30°C. Compute the corrected horizontal distance when the modulus of lasticity is 2.15*106 kg/cm2 and (a=1.15 10-5 /°C)

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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