Colum A and Column B are spaced at 2.5m apart and are carrying the nominal loads tabled below.Left Colum/ Column ARight Column/ Column BDead Load, G/DImposed live load, Q/L2.5m?Column AWorking pressure =Total working load on the base, Ptotal =kN/m²4.5mLeft Column/Column A =Right Column/ Column B =Base thickness is 500mm and the permissible working pressure is 150kPaUltimate ground Pressure, Put2.5m1.1. Determine the centroid of the base from the left edge of the base and the working pressureDistance from the Left edge to the centroidm (round off to 3)UDL on beam-in-slabi400KN550KNKN1.2. Determine the ultimate shear Force and the ultimate bending moment on column AUltimate loads on columnKNColumn BkN/mKNkN/m or kPa.Maximum shear at Support A/LHS support =Maximum Moment at Support A/LHS support350KN250KNKNkNm

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Colum A and Column B are spaced at 2.5m apart and are carrying the nominal loads tabled below. Left Colum/ Column A Right Column/ Column B Dead Load, G/D Imposed live load, Q/L 2.5m 4.5m ? Column A + 400KN 550KN 2.5m Column B Total working load on the base, Ptotal Working pressure = kN/m² 350KN Base thickness is 500mm and the permissible working pressure is 150kPa 250KN 1.1. Determine the centroid of the base from the left edge of the base and the working pressure Distance from the Left edge to the centroid m (round off to 3) KN

Colum A and Column B are spaced at 2.5m apart and are carrying the nominal loads tabled below. Left Colum/ Column A Right Column/ Column B Dead Load, G/D Imposed live load, Q/L 2.5m 4.5m ? Column A + 400KN 550KN 2.5m Column B Total working load on the base, Ptotal Working pressure = kN/m² 350KN Base thickness is 500mm and the permissible working pressure is 150kPa 250KN 1.1. Determine the centroid of the base from the left edge of the base and the working pressure Distance from the Left edge to the centroid m (round off to 3) KN

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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