A frame structure consists of two row and two columns. In every row and column there aretotal 3 column with the following dimensions:Load of column A=1200KN,Load of Column B=950kN,Load of column C=700kN,size=400x450mmsize=300x300mmsize=280x300mmNet bearing capacity of soil = l60kN/m3Spacing of each column is 4.6m c/cDesign both rectangular and trapezoidal combined footing of single row or column.

Step 1: Rectangular combined footing design: P1=1200 kN P2=950 kN P3=700 kN Q=2850 kN L’ = 4.6 m =…

A frame structure consists of two row and two columns. In every row and column there a total 3 column with the following dimensions: Load of column A=1200KN, Load of Column B=950KN, Load of column C=700kN, Net bearing capacity of soil = 160KN/m³ Spacing of each column is 4.6m c/c Design both rectangular and trapezoidal combined footing of single row or column. size=400x450mm size=300x300mm size=280x300mm

A frame structure consists of two row and two columns. In every row and column there a total 3 column with the following dimensions: Load of column A=1200KN, Load of Column B=950KN, Load of column C=700kN, Net bearing capacity of soil = 160KN/m³ Spacing of each column is 4.6m c/c Design both rectangular and trapezoidal combined footing of single row or column. size=400x450mm size=300x300mm size=280x300mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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