Structural Systems Quiz 2

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Last updated 10:21 AM on 4/16/26
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31 Terms

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d. Restrained beam

What is the type of beam wherein no rotation or vertical movement can occur at either ends?

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b. Toughness

The property of materials that enable it to absorb energy before rupturing, represented by the area under stress strain curve derived from a tensile test of the material.

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d. Rigidity

The property of a material to resist a change in its physical shape.

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a. Ductility

The property of a material to undergo plastic deformation after being stressed beyond the elastic limit before rupturing.

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c. Brittleness

The property of a material to fracture at low stress without appreciable deformation.

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a. Axial Load

A force that acts perpendicular to the cross section of a structural member and at its centroid.

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c. Torsion

The twisting of a structural member about its longitudinal axis by two equal and opposite torques.

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d. Propped beam

A type of beam with fixed support and a roller support at the other end.

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a. Proportional Limit

The stress beyond which the ratio of stress and strain for a material no longer remains constant.

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a. Strain

The change in length caused usually by a force applied to a piece, the change being expressed as a ratio, the increase or decreased divided by the original length

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a. 10 Mpa

A spherical pressure vessel with an internal diameter of 540 mm is to be generated using a 3mm thick steel. The yield stress of the material is 450 Mpa and the maximum allowable shear stress is 240 Mpa. Determine the maximum allowable internal pressure in Mpa.

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c. Poisson’s Ratio

The Ratio of the transverse strain to longitudinal strain.

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b. 200 Gpa

The modulus of elasticity of steel is

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a. Modulus of Toughness

This represents the ability of the material to absorb energy without any permanent damage to the material.

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a. Bitumen

What class of black or dark colored cementitious substances is composed principally of high molecular weight hydrocarbons?

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a. L/AE

Give the flexibility of a truss member with length L, cross sectional area A, modulus of elasticity E and moment of inertia I.

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b. Purlin

What terms refer to roof beams spanning between trusses?

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a. Girt

What do you call the horizontal wall beams serving principally to resist bending due to wind on the side of an industrial building.

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d. 88419 Mpa

A metal specimen with 36mm diameter and has a length L=360 mm and a force of 300 Kn, elongates the length by 1.2mm. What is the elastic of modulus?

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d. Chromium

This element is added to the steel to make the steel corrosion resistant, when this element is more than 16%, the material is called stainless steel.

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c. Quenching

A heat treatment of steel which is done through shock cooling by immersing it to liquid or molten material into a cooling medium.

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c. Ultimate Strength

It is the largest stress based on the original cross-sectional area which a material can stand. Thus, it is the maximum ordinate of the stress-strain curve.

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c. 0.04 Mpa

What is the stress developed in a bar 1m Length with rectangular cross section 50mm x 50mm subjected to an axial tensile force of 100 N.

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b. Elastic Curve

When a beam is loaded the new position of its longitudinal centroid axis is called.

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c. 14.11 Mpa

A 2m solid shaft having a radius of 35mm in subjected to a torque of 950N-m. Using G=80000 Mpa.

Calculate the maximum torsional shearing stress developed.

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a. 0.01 radians

Calculate the maximum angle of twist

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b. 190.59 mm

A cantilever beam 6m long carries a uniform load of 400kn/m throughout the span I=1.7 x 10^9 mm and e=200000mpa. What is the deflection at the free end?

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b. Point of Inflection

The point in the moment diagram at which the curvature reverses as it changes from concave to convex is called

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d. 30 KN-m

From the given shear diagram shown. Determine the maximum moment in the beam.

<p>From the given shear diagram shown. Determine the maximum moment in the beam.</p>
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d. 817.27 kN

From the simply supported beam shown,

Calculate the reaction at A

<p>From the simply supported beam shown, </p><p>Calculate the reaction at A</p>
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b. 502.73 kN

Calculate the reaction at B

<p>Calculate the reaction at B</p>