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Betonarme Yapılar Dr. Haluk Sesigür I.T.U. Faculty of Architecture Structural and Earthquake Engineering WG Strength of Materials Internal Force Diagrams

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Betonarme Yapılar

Dr. Haluk SesigürI.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG

Strength of Materials

Internal Force Diagrams

Strength of MaterialsInternal Force Diagrams

CLASSIFICATION OF BEAMS AND LOADS

Strength of MaterialsInternal Force Diagrams

CLASSIFICATION OF BEAMS AND LOADS

Strength of MaterialsInternal Force Diagrams

CLASSIFICATION OF BEAMS AND LOADS

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

Strength of MaterialsInternal Force Diagrams

TYPES OF LOADS

Strength of MaterialsInternal Force Diagrams

TYPES OF LOADS

Strength of MaterialsInternal Force Diagrams

DEFORMATION OF STRUCTURES

Deformations in beams due to point loadsPoint loaded beams

Strength of MaterialsInternal Force Diagrams

DEFORMATION OF STRUCTURES

A downward deformation leads TENSION (T)stresses at the bottom of the beam element

T

T

An upward deformation leads TENSION (T)stresses at the top of the beam element

Strength of MaterialsInternal Force Diagrams

SHEAR FORCE

Strength of MaterialsInternal Force Diagrams

BENDING MOMENT

Strength of MaterialsInternal Force Diagrams

DEFORMATION DUE TO BENDING (T:Tension, C:Compression)Negative bending

Positive bending (hogging)

Negative bending (sagging)

Strength of MaterialsInternal Force Diagrams

+

+

_ ( V )

( M )

Strength of MaterialsInternal Force Diagrams

+_ ( V )

( M )+

Strength of MaterialsInternal Force Diagrams

Shear Force Diagram of the point loaded beam - Follow the arrows

+_ ( V )

Note that:Between point forces shear forcediagram shows constant variation

Strength of MaterialsInternal Force Diagrams

Bending Moment Diagram – Area under shear force diagram

+

+

_ ( V )

( M )

Strength of MaterialsInternal Force Diagrams

Bending Moment Diagram – Area under shear force diagram

+

+

_ ( V )

( M )

Strength of MaterialsInternal Force Diagrams

Bending Moment Diagram – Area under shear force diagram

+

_ ( V )

( M )

+

Strength of MaterialsInternal Force Diagrams

Bending Moment Diagram – Area under shear force diagram

+

_ ( V )

( M )

+

Strength of MaterialsInternal Force Diagrams

Bending Moment Diagram – Area under shear force diagram

+

( V )

( M )

+_

Total area undershear force diagram

Strength of MaterialsInternal Force Diagrams

Bending Moment Diagram – Area under shear force diagram

+

( V )

( M )

+_

Total area undershear force diagram

Strength of MaterialsInternal Force Diagrams

Shear Force and Bending Moment Diagramsarrows

+

+

_ ( V )

( M )

Strength of MaterialsInternal Force Diagrams

+_

( V )

Shear Force Diagram of the uniform distributed loaded beam

For this load condition shear forces are decreasing linearly between point forces. To beginThe diagram follow the arrow at point A, 12kN than calculate the shear force variation dueTo distributed load. shear forces decreasing linearly (4kN/m x 6m=24kN)from +12kN at point A to (+12-24 = -12kN) -12kN at point G. At the right support close the

Shear force diagram with the force RG=12kN.

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

+_ ( V )

( M )+

MB=(12+8)x0.5x1=10kNm

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

_ ( V )

( M )+

+

MC=10+(8+4)x0.5x1=16kNm

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

_ ( V )

( M )+

+

MD=16+4x1x0.5=18kNm

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

( V )

( M )+

+ _

MD=18-4x1x0.5=16kNm

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

( V )

( M )+

+_

ME=16-(4+8)x1x0.5=10kNm

Strength of MaterialsInternal Force Diagrams

TYPES OF CONNECTIONS

( V )

( M )+

+_

ME=10-(12+8)x1x0.5=0

Strength of MaterialsInternal Force Diagrams

( V )+

_

VB=29.5-12x3=-6.5kN

VC=-6.5-5=-11.5kN

VD=-11.5-5=-16.5kN

EXAMPLE:

Strength of MaterialsInternal Force Diagrams

( V )

( M )

_

+

+

MF=29.5x2.46x0.5=36.3kNm

F

Strength of MaterialsInternal Force Diagrams

( V )

( M )

_

+

+ 0.54m

MB=36.3-6.5x0.54x0.5=34.5kNm

Strength of MaterialsInternal Force Diagrams

( V )

( M )

_

+

+ 0.54m

MB=34.5-6.5x1=28kNm

Strength of MaterialsInternal Force Diagrams

( V )

( M )+

+ 0.54m

MB=28-11.5x1=16.5kNm

_

Strength of MaterialsInternal Force Diagrams

( V )

( M )+

+ 0.54m

MB=16.5-16.5x1=0

_

Strength of MaterialsInternal Force Diagrams

LETS REMEMBER

Strength of MaterialsInternal Force Diagrams

Strength of MaterialsInternal Force Diagrams