Monday, March 24, 2014

Force


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Pavement Design


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Properties of Section


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Quantity


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Grade Of Concrete


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Wednesday, March 19, 2014

Short Column Effect


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Plan view of Jamarat Bridge, Makkah, KSA


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Tuesday, March 18, 2014

Amazing Facts About Dubai


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ASTM Standard Reinforcing bars


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Automatic rebar tier machine


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BIM


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Buckling Loads


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Column Design


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Deflection formula


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Expansion joint


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Figure showing the failure pattern of ductile steel


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Moments-of-sections


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response spectrum


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reinforced concrete pylon


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Radian-common


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Saturday, March 15, 2014

Moment & Deflection



The Putzmeister M 70-5, the world's largest concrete pump, with a 70m span and a weight of 190,000 pounds.


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The relationship that exists between the member end moments and its end displacemen


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The soil textural triangle


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Timber_deflection


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types of micropiles


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Typical arrangement of piles.


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Wind turbine building – Foundation


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Slipform Canal Compacting


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Shear Force & Bending Moment Diagram


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Second moment of inertia table


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Some Construction Machines


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Saturday, March 8, 2014

Shearband System


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Problem of Punching Shear

Flat slab construction is not ideal from the structural point of view, due to stress concentration at points of support, such as columns. In reinforced concrete design, the problem is a matter of preventing brittle punching shear failure.

Reinforcing against shear failure is traditionally accomplished by providing reinforcement either at an angle or laterally to the main flexural reinforcement.

In thin structural elements, such as slabs, anchoring short lengths of shear reinforcement can not be placed above the top layer of flexural reinforcement without reducing either the durability, or efficiency of the flexural reinforcement. In addition, there is the practical problem of supporting shear reinforcement during the construction stages.

Shear Ladder System




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Used to resist punching shear in flat slab or piled slab construction.

Slump Test


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