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RISDiscussion of “<i>Flexural Strength of Square Spread Footing</i>” by Da Hua Jiang (August, 1983)
Publisher: American Society of Civil Engineers
Flexural Limit Design of Column Footings
Publisher: American Society of Civil Engineers
Abstract: Flexural collapse loads of eccentrically loaded, individual column footings were investigated using Yield Line Theory. It was found that the cantilever failure mechanism recommended by the AC! Building Code does not give ...
Discussion of “Recent Approaches to Shear Design of Structural Concrete” by Hans Gesund
Publisher: American Society of Civil Engineers
Dichotomy in ACI 318 Shear Strengths
Publisher: American Society of Civil Engineers
Abstract: ACI 318–99 and ACI 318M–99 give two versions of an expression for the shear strength of reinforced concrete flexural members with only longitudinal reinforcement. One of these versions is for use with U.S. customary units; ...
Closure to “<i>Flowcharts for Biaxial Bending in R/C Tied Columns</i>” by Issam E. Harik and Hans Gesund (June, 1988, Vol. 114, No. 6)
Publisher: American Society of Civil Engineers
Flowcharts for Biaxial Bending in R/C Tied Columns
Publisher: American Society of Civil Engineers
Abstract: Flowcharts are presented for the analysis and design of biaxially and uniaxially loaded, reinforced‐concrete, tied columns in accordance with the “moment magnification method” of
Recent Approaches to Shear Design of Structural Concrete
Publisher: American Society of Civil Engineers