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

1 Kingdom Of Saudi Arabia King Saud University College of engineering Civil engineering department CE # 499 بســــم الله الرحمن الرحيـــم By: Howaidi Mutlaq al-Shaibani Khaled Medath al-Dossrei Naif Monahi albogami SUPERVISED BY : Prof. Abdelhamid Charif

2 INTRODUCTION The Presentation Will describe steps of 3D-modeling analysis and design of Rafha University Structure, Using Sap2000 Software

3 The END Project 1

4 The END Project 2

5 Types of Slabs Three types of slabs are used : a- Two way ribbed slab (Waffle ) b- One way ribbed slab c- solid slabs

6 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 / m 2 = = = 4.61 KN/m 2 Equivalent Thickness of 2-joist = = 4.61/(0.8*0.8*24)= 0.3m = 300mm

7 Draw Two way ribbed slab (Waffle ) Define, assign and draw same Solid Slab

8 b- One Way Ribbed Slab First Draw : Second Draw :

9 b- One Way Ribbed Slab

10 Draw One Way Ribbed Slab 1 2 Select the 2-member Enter NO. of Ribs 3

11 Draw One Way Ribbed Slab

12

13

14 b- One Way Ribbed Slab First Draw : Second Draw :

15 Draw One Way Ribbed Slab

16

17 THE END MODELING of Part 1

18 The End Modeling Of Part 2

19 Define Load Case

20 Load Combinations

21 THEL LOADING ON SLABS

22 Select All Slabs

23 Input Dead and Live Load

24 Check All Slabs Loading

25 ( dead load ) Check All Slabs Loading All slabs dead load 4 KN/m2

26 Check All Slabs Loading ( live load ) All slabs live load 3 KN/m2

27 Area Mesh

28 Analysis

29 Animation

30 Deformed Shape (dead)

31 Deformed Shape (live)

32 Deformed Shape (comp2)

33 3-3) Diagram) MOMENT

34 Moment 3-3 Diagram (dead) KN.m

35 Moment 3-3 Diagram (live) KN.m

36 Moment 3-3 Diagram (comp2) KN.m

37 Axial Force (comp2)

38 Moment 3-3 and Shear2-2

39 Resultant M-max Diagram (dead )

40 Resultant M-max Diagram (live )

41 Deformed Shape (dead)

42 Deformed Shape (live)

43 3-3) Diagram) MOMENT

44 Moment 3-3 Diagram (dead) KN.m

45 Moment 3-3 Diagram (live) KN.m

46 KN Axial Force (comp2)

47 3-3) Diagram) MOMENT

48 KN Axial Force (comp2)

49 Resultant M-max Diagram (dead )

50 Resultant M-max Diagram (live )

51 Sway Ordinary

52 Design

53 Reinforcing Area (Part 1 )

54 ReInforcment By calculation : As= mm2 By calculation : As= mm2

55 Reinforcing Area (Part 2 )

56

57 Reinforcement

58


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