CE PART 3

Concrete slab should have a minimum clearance of

This system consists of several forces, the lines of action of which are parallel:

The section at which the moment changes from positive to negative is called:

A quantity which measures the resistance of the mass to being revolved about a line is called:

When the ratio of the short span to the long span of a slab is less then 0.50, slab is a

In bond stress, as the yield strength of reinforcement fy is increased, the allowable tensile stress of the reinforcement, fs, requiring the development of higher bond stress or the need for greater embedment lengths will:

It is the general term applied for all forces which act upon a structure and anything else which causes stresses or deformation within a structure, or part thereof:

A joint where two successive placement of concrete meet is called:

The greatest stress to which a material is capable of developing without a permanent deformation remaining upon the complete release of stress is called:

This element at any transverse cross-section of a straight beam is the algebraic sum of the components acting transverse to the axis of the beam of all loads and reactions applied to the portion of the beam on either side of the cross-section:

The maximum deflection for a simply supported beam with concentrated loads at midspan is equal to:

For triangular section with base b and height h, section modulus, S, is equal t

In column, the ratio of its effective length to its least radius of gyration is called:

This element at any transverse cross section of a straight beam is the algebraic sum of the moments taken about an axis passing through the center of the cross section, of all the loads and reactions applied to the portion of the beam on either side of the cross section:

A complete record of test of materials and of concrete shall be available for inspection during the progress of work and _______ years after completion of the project and shall be preserved by the inspecting engineer or architect for that purpose,

The analysis of the stress, strain and deflection characteristics of structural behavior is referred to as

A three dimensional structural system without the bearing walls, composed of interconnected members laterally supported so as to function as a complete self-contained unit with or without the aids of horizontal diaphragms or floor-bracing system:

It is designed to resist lateral forces parallel to the plane of the wal

Longitudinal beams which rest on top chord, and preferably at the joints of the truss:

These members are inclined joists used to support sloping roofs: