Kingdom Of Saudi Arabia King Saud University College of engineering Civil engineering department CE # 499 بســــم الله الرحمن الرحيـــم By: Howaidi Mutlaq.

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

Draw Two way ribbed slab (Waffle )

Define, assign and draw same Solid Slab

b- One Way Ribbed Slab

First Draw :

Second Draw :

b- One Way Ribbed Slab

Draw One Way Ribbed Slab

1

2

Select the 2-member

Enter NO. of Ribs

3

Draw One Way Ribbed Slab

Draw One Way Ribbed Slab

Draw One Way Ribbed Slab

b- One Way Ribbed Slab

First Draw :

Second Draw :

Draw One Way Ribbed Slab

Draw One Way Ribbed Slab

THE END MODELING of Part 1

The End Modeling Of Part 2

Define Load Case

Load Combinations

THEL LOADING ON SLABS

Select All Slabs

Input Dead and Live Load

Check All Slabs Loading

(dead load) Check All Slabs Loading

All slabs dead load 4 KN/m2

Check All Slabs Loading ( live load )

All slabs live load 3 KN/m2

Area Mesh

Analysis

Animation

Deformed Shape (dead)

Deformed Shape (live)

Deformed Shape (comp2)

3-3 )Diagram) MOMENT

Moment 3-3 Diagram (dead) KN.m

Moment 3-3 Diagram (live) KN.m

Moment 3-3 Diagram (comp2) KN.m

Axial Force (comp2)

Moment 3-3 and Shear2-2

Resultant M-max Diagram (dead )

Resultant M-max Diagram (live )

Deformed Shape (dead)

Deformed Shape (live)

3-3 )Diagram) MOMENT

Moment 3-3 Diagram (dead) KN.m

Moment 3-3 Diagram (live) KN.m

KN Axial Force (comp2)

3-3 )Diagram) MOMENT

KN Axial Force (comp2)

Resultant M-max Diagram (dead )

Resultant M-max Diagram (live )

Sway Ordinary

Design

Reinforcing Area (Part 1 )

ReInforcment

By calculation: As= 1740.48 mm2

By calculation: As= 1420.8 mm2

Reinforcing Area (Part 2 )

Reinforcement