CODE OF PRACTICE FOR STRUCTURAL USE OF CONCRETE PART 2 : SPECIAL CIRCUMSTANCES
This Malaysian Standard gives recommendations for the design and construction of structural concrete that arise in special circumstances and are not covered in Part 1 of this MS.
This Malaysian Standard gives guidance on ultimate limit state calculations and the derivation of partial factors of safety, serviceability calculations with emphasis on deflections under loading and on cracking. Further information for greater accuracy in predictions of the different strain ‘components is presented. The need for movement joints in considered and recommendations are made for the provision and design of such joints. General guidance and broad principles relevant to the appraisal and testing of structures and components during construction are included.
Published
• (none) / (none) / (none)
PDF
26/01/2021
72
NSC 04 - Construction, Building, and Civil Engineering
