Kingdom Of Saudi Arabia King Saud University College of engineering Civil engineering department CE # 499 CE # 499 م ي ح ر ل ا ن م ح ر ل له ا م الس ب م ي ح ر ل ا ن م ح ر ل له ا م الس بBy: Howaidi Mutlaq al-Shaibani Khaled Medath al-Dossrei Naif Monahi albogami SUPERVISED BY : Prof. Abdelhamid Charif
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Kingdom Of Saudi Arabia King Saud University College of engineering Civil engineering department CE # 499 بســــم الله الرحمن الرحيـــم By: Howaidi Mutlaq.
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Kingdom Of Saudi Arabia King Saud UniversityCollege of engineeringCivil engineering department
CE # 499CE # 499
الرحمن الله الرحمن بســــم الله بســــمالرحيـــمالرحيـــم
By:Howaidi Mutlaq al-ShaibaniKhaled Medath al-Dossrei
Naif Monahi albogami
SUPERVISED BY: Prof. Abdelhamid Charif
INTRODUCTION
The Presentation Will describe steps of 3D-modeling analysis and design of Rafha University Structure, Using Sap2000 Software
The END Project 1
The END Project 2
Types of Slabs
Three types of slabs are used : a- Two way ribbed slab (Waffle ) b- One way ribbed slab c- solid slabs
a- Two Way Ribbed Slab (Waffle )
area center to center ribs ( 0.8*0.8m )
Weight of 10 cm RC slab =0.8*0.8*0.1*24 =1.54 KN
Weight of ribs in two directions = =0.2*0.4*2*0.8*24=3.07 KN
Weight of two way ribbed slab / m2 = =1.54+3.07 = 4.61 KN/m2
Equivalent Thickness of 2-joist = =4.61/(0.8*0.8*24)= 0.3m = 300mm