5. Compute the normal tension which will be applied to a tape supported over two supports in order to make the tape equal to its nominal length when supported only at the end points. The steel tape is 30m long and weighs 0.84kg when supported throughout its length under a standard pull of 5.6kg with the modulus of elasticity is 2x10^6 kg/cm^2 and area of 0.06 cm^2. a. 17.33kg b. 15.92kg c. 16.55kg d. 18.10kg

5. Compute the normal tension which will be applied to a tape supported over two supports in order to make the tape equal to its nominal length when supported only at the end points. The steel tape is 30m long and weighs 0.84kg when supported throughout its length under a standard pull of 5.6kg with the modulus of elasticity is 2x10^6 kg/cm^2 and area of 0.06 cm^2. a. 17.33kg b. 15.92kg c. 16.55kg d. 18.10kg

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

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

5. Compute the normal tension which will be applied to a tape
supported over two supports in order to make the tape equal to
its nominal length when supported only at the end points. The
steel tape is 30m long and weighs 0.84kg when supported
throughout its length under a standard pull of 5.6kg with the
modulus of elasticity is 2x10^6 kg/cm^2 and area of 0.06 cm^2.
a. 17.33kg
b. 15.92kg
c. 16.55kg
d. 18.10kg

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