Method of pre- stressing in which tendons are tensioned after concrete has hardened.  

The actual stress in a material under a given loading.  

Spacing for a lateral support for a beam shall not exceed ____ times the least width b of compression flange or face.  

In ultimate strength design, the reduction factor for bending is.  

Before commencing the excavation work, the person making the excavation shall notify in writing the owner of the adjoining building not less than ____ days before such excavation is to be made.  

The minimum clear cover allowed by the code for slabs, not exposed to weather is. 

Adherence to materials such as bricks/mortar , or piles of felt, of between felts and other elements of roof systems which use bitumen or other materials as the cementing agent. 

The minimum one way slab thickness for a BOTH ends continuous slab is.  

The maximum moment of a simply supported beam whose span length is L, in meter, carrying a uniformly distributed load of w in N/m is.

It is one in which the lateral stiffness is less than 70% of the stiffness of the story above it.

A wall that resists horizontal forces applied in the plane of the wall.  

Bars larger than _____ mm shall not be bundles in beams.  

The temperature bars are 0- 10mm diameter steel bars placed on top and perpendicular to the main reinforcement of.  

Which is the correct factored load for Strength Design Method.  

The minimum reinforcing steel for Spiral Columns allowed by the ACI Code is.  

The ACI Code states that “bars larger than #11 should not be bundles in beams or girders”. This means that one should not bundle the steel bars if the diameter is larger than.

 In ultimate strength design, the strength reduction factor for shear and torsion.  

The steel ratio, p for spiral columns ranges from. 

The maximum spacing of ties and spirals in a driven pre- cast concrete pile, center to center.

The allowable deflection for any structural member loaded with live load only.

Loads that are moveable or replaceable on structure are known as.  

Aviation control towers fall to what type of occupancy?

The stress developed when the applied load causes adjacent sections within a body to slide past each other. 

It is defined as the unit strength of a material. 

These are referred to permanent loads or unmovable loads.  

Deep simple span flexural members has overall depth to clear span ratio greater than. 

These are inert material used in concrete which occupy more than 75% of the volume of the hardened concrete product.  

Steel elements such as wire, cables, bars, rods or strands of wires or a bundle of such elements used in pre- stressed concrete structures are called.  

The actual strain by which a concrete fail is 0.004. For safety purposes, the ACI code allows designers to use.

 It is the contact pressure developed between two bodies.  

A Number 8(#8 steel reinforcing bar) has a diameter of.

It is one in which the lateral stiffness is less than 70% of the stiffness of the story above or less than 80% of the average stiffness of the three stories above.  

Members that are generally vertical, subjected to compressive loads sometimes with bending moments are called. 

The minimum bend diameter for 10mm through 25mm bars. 

A simply supported beam , L meters long, carrying a uniformly distributed load of w in N/m, produces a maximum shear force of.  

If the ratio of the short direction to the long direction of a slab is less than 0.5 then the slab is.

This refers to the substance other than aggregate, cement or water added in a small quantity normally less than 5% of the weight cement, to alter the properties of the concrete mix or hardened solid.  

The stress induced as a result od restrained deformations due to changes in temperature.

It is the maximum safe stress that a material can withstand.

It is synonym to bending stress. 

Minimum concrete cover cast against and permanently exposed to earth.  

Loads that change position within the span of a beam in short amount of time. These loads are often exemplified by wheel loads. 

It is an isolated column of masonry or a bearing wall not bonded at the sides into associated masonry, when its horizontal dimension measured the right angles or the thickness does not exceed four times its thickness.  

What method of pre- stressing in which tendons are tensioned before concrete is cast in place.

A material other than aggregate, cementitious material or water, added in small quantities to the mix in order to produce some (desired) modifications, either to the properties of the mix or of the hardened product.

What do you call those structures that are necessary for emergency operations subsequent to a natural disaster. 

The allowable deflection for any structural member loaded with dead load and live load only.

Structures that are subjected to transverse load are called.  

A Structural system without a complete vertical load- carrying space frame.  

A horizontal or nearly horizontal system acting to transmit lateral forces to the vertical resisting elements. It includes horizontal bracing system.