QUESTION 3Design of Interior flat slab with column head and drop panel against punching shear withfigure 3.0 and data given below:2.5 x 2.5 m drop panel275mm2.5 x 2.5 m drop panel100mmColumn head:1.2m7000 mmFigure 3.015.71 kN/m?Equivalent distributed load, nUltimate load on the floor769.89 kNDiameter of column400 X 400 mmDiameter Column Head1200 mm30 N/mm?Characteristic strength of concreteEffective Depth (Middle strip)Effective Depth (Column strip)205 mm305 mm

Given; Drop dimension =2.5×2.5 m Column head=1.2m Ultimate load =769.89kN

QUESTION 3 Design of Interior flat slab with column head and drop panel against punching shear with figure 3.0 and data given below: 2.5 x 2.5 m drop panel 275mm 2.5 x 2.5 m drop panel 100mm Column head: 1.2m 7000 mm Figure 3.0 Equivalent distributed load, n Ultimate load on the floor Diameter of column Diameter Column Head 15.71 kN/m² 769.89 kN 400 X 400 mm 1200 mm 30 N/mm? Characteristic strength of concrete Effective Depth (Middle strip) Effective Depth (Column strip) 205 mm 305 mm

QUESTION 3 Design of Interior flat slab with column head and drop panel against punching shear with figure 3.0 and data given below: 2.5 x 2.5 m drop panel 275mm 2.5 x 2.5 m drop panel 100mm Column head: 1.2m 7000 mm Figure 3.0 Equivalent distributed load, n Ultimate load on the floor Diameter of column Diameter Column Head 15.71 kN/m² 769.89 kN 400 X 400 mm 1200 mm 30 N/mm? Characteristic strength of concrete Effective Depth (Middle strip) Effective Depth (Column strip) 205 mm 305 mm

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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