QI: A circular concrete reservoir (tank) of 10.6 m internal diameter, 11 m outer diameter and 4 m height. the wooden formwork used sheathing 100x25 mm, joist 100x50 mm, stringers 100x50 mm and tie bars. Bending stress is 12400 kPa, shear stress 1000 kPa, E = 4x10° kPa and yield stress of tie bar is 425 MPa. Calculate a) The quantity of sheathing (m3) required to complete the form %3D

QI: A circular concrete reservoir (tank) of 10.6 m internal diameter, 11 m outer diameter and 4 m height. the wooden formwork used sheathing 100x25 mm, joist 100x50 mm, stringers 100x50 mm and tie bars. Bending stress is 12400 kPa, shear stress 1000 kPa, E = 4x10° kPa and yield stress of tie bar is 425 MPa. Calculate a) The quantity of sheathing (m3) required to complete the form %3D

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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