2. STRUCTURAL ANALYSIS II
INTRODUCTION
1.- ELASTIC ANALYSIS OF GRIDS
1.1.- COMPATIBILITY METHOD
1.2- SLOPE DEFLECTION METHOD
2.- PLASTIC ANALYSIS OF STRUCTURES
2.1- PLASTIC ANALYSIS OF BEAMS
2.2- PLASTIC ANALYSIS OF FRAMES
2.2.1- KINEMATIC METHOD
2.2.2- INCREMENTAL ANALYSIS. HINGE BY HINGE METHOD
3.- INTRODUCTION TO SECOND ORDER ANALYSIS OF STRUCTURES
2.3- PLASTIC ANALYSIS OF SLABS.
FEBRUARY
MARCH
APRIL
3. STRUCTURAL ANALYSIS II
INTRODUCTION
1.- ELASTIC ANALYSIS OF GRIDS
1.1.- COMPATIBILITY METHOD
1.2- SLOPE DEFLECTION METHOD
2.- PLASTIC ANALYSIS OF STRUCTURES
2.1- PLASTIC ANALYSIS OF BEAMS
2.2- PLASTIC ANALYSIS OF FRAMES
2.2.1- KINEMATIC METHOD
2.2.2- INCREMENTAL ANALYSIS. HINGE BY HINGE METHOD
3.- INTRODUCTION TO SECOND ORDER ANALYSIS OF STRUCTURES
2.3- PLASTIC ANALYSIS OF SLABS.
FEBRUARY
MARCH
APRIL
T1 22nd FEBRUARY
GRID QUESTIONS
18TH FEBRUARY
T2 22nd MARCH
T3 5TH APRIL
FRAMES BATTLE
8TH MARCH
GRIDS COMPETITION
8TH APRIL
5. STRUCTURAL ANALYSIS II
INTRODUCTION
T1 22nd FEBRUARY
T2 22nd MARCH
T3 5th APRIL
GRID QUESTIONS + FRAMES BATTLE
18TH FEBRUARY + 8th MARCH
GLOBAL I 22nd APRIL
GLOBAL II 6th MAY
*The one you do best will
be considered 70% of the
global I + II average
ASSIGNMENTS
22nd February, 22nd March, 5th April
GRIDS COMPETITION
8TH APRIL
6. STRUCTURAL ANALYSIS II
INTRODUCTION
TO REMEMBER
EXTERNAL LOAD, REACTION FORCES?
BENDING MOMENTS, SHEAR FORCE, AXIAL FORCE DIAGRAMS?
HOW does BENDING STIFFNESS and
AXIAL STIFFNESS affect LOAD DISTRIBUTION?
LOAD SHOULD ALWAYS REACH THE GROUND
DEFORMED SHAPE?
EQUILIBRIUM?
UNSTABLE, STATICALLY DETERMINATE, STATICALLY INDETERMINATE?
7. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
1.- ELASTIC ANALYSIS OF GRIDS
1.1.- COMPATIBILITY METHOD
1.2- SLOPE DEFLECTION METHOD
8. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
UNIT AIM:
UNDERSTANDING HOW THE LOAD IS
DISTRIBUTED IN A GRID SYSTEM
REMEMBER: LOAD SHOULD ALWAYS
REACH THE GROUND
9. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
A grid is a planar structural system composed of continuous members that
intersect each other. The applied loads are perpendicular to the grid plane.
10. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
A grid is a planar structural system composed of continuous members that
intersect each other. The applied loads are perpendicular to the grid plane.
12. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
AXIAL FORCE DIAGRAM? SHEAR FORCE DIAGRAM YZ? SHEAR FORCE DIAGRAM XZ?
BENDING MOMENT Y? BENDING MOMENT X? TORQUE DIAGRAM (TORSION)?
13. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
AXIAL FORCE DIAGRAM? SHEAR FORCE DIAGRAM YZ? SHEAR FORCE DIAGRAM XZ?
BENDING MOMENT Y? BENDING MOMENT X? TORQUE DIAGRAM (TORSION)?
Torque
27. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
CONCLUSION:
A GRID IS EFFECTIVE WHEN
THE BENDING STIFFNESS OF BOTH BEAMS
IS SIMILAR
43. STRUCTURAL ANALYSIS II
ELASTIC ANALYSIS OF GRIDS. COMPATIBILITY
TO APPLY THE EXPRESSIONS OF THE SIMPLE BEAMS WE CAN REMOVE THE
CANTILEVER AND CONSIDER ITS EFFECT OVER THE BEAM AB