Author: ACI Committee 318Publisher:
ISBN:
Category : Building laws
Languages : en
Pages : 162
Book Description
Building Code Requirements for Reinforced Concrete (ACI 318-63)
Author: ACI Committee 318Publisher:
ISBN:
Category : Building laws
Languages : en
Pages : 162
Book Description
Strength and Serviceability Criteria: Reinforced Concrete Bridge Members
Author: E. G. PauletPublisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 88
Book Description
Strength and Serviceability Criteria
Author: United States. Bureau of Public Roads. Bridge DivisionPublisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 88
Book Description
Reinforced Concrete Bridge Members
Author: United States. Bureau of Public Roads. Bridge DivisionPublisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 98
Book Description
Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05)
Author: ACI Committee 318Publisher: American Concrete Institute
ISBN: 0870311719
Category : Law
Languages : en
Pages : 432
Book Description
NBS Building Science Series
Author: Strength and Behavior of Reinforced Concrete Slab-column Connections Subjected to Static and Dynamic Loadings
Author: Marvin E. CriswellPublisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 434
Book Description
The objectives of this investigation were to study the strength and behavior of slowly (statically) loaded reinforced concrete slab-column connections and to determine the effect of rapid (dynamic) loading on the strength and behavior by comparison with the static test results. Nineteen full-scale models of a connection and adjoining slab area, consisting of a simply supported slab 84 or 94 inches square and 6-1/2 inches thick loaded concentrically on a 10- or 20-inch-square stub column at the center of the slab, were tested. The main variables were the amounts of reinforcement in the slab (p = 0.75 and 1.50 percent), the column size, and the loading speed. Eight specimens were loaded to failure statically, two were subjected to a very rapidly applied load of short duration, and nine were loaded to failure by a rapidly applied load with a rise time chosen to represent the conditions in a blast-loaded structure. The static test results are compared with 12 shear strength prediction methods. Differences between the mechanism of shear failure in slabs and beams are examined. (Author).
Report No. FHWA-RD.
Author: United States. Federal Highway Administration. Offices of Research and DevelopmentPublisher:
ISBN:
Category :
Languages : en
Pages : 98
Book Description
Significance of Tests and Properties of Concrete and Concrete-Making Materials
Author: Construction Review
Author: Publisher:
ISBN:
Category : Construction industry
Languages : en
Pages : 60
Book Description
Issues for 1955 accompanied by supplement: Construction volume and costs, 1915-1954.