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Dr. Haluk SesigrI.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Yap Statii
Statics
Structural Systems, Supports
Reactions and free-body (or equilibrium) diagrams.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Types of support conditions: idealized models.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Nonrigid and rigid structures.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Types of structural elements.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Types of structural elements.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Types of structural elements.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Typical structural units.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Typical structural units.
Dominant stress states: bending, shear, and axial forces and stresses in common structural
forms under primary loadings.
Reference: Structures, Daniel Schodek, Martin Bechthold.
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
Reactions for a simple beam (basit kiri) with vertical loads.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Roller support
(hareketli mesnet)
pin support (sabit mesnet)
Reactions for a cantilevering (overhang) beam / kmal kiri loaded with a point load.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Roller support (hareketli mesnet)
pin support (sabit mesnet)
Reactions for a cantilevering (overhang) beam loaded with two point loads.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Roller support (hareketli mesnet)
pin support (sabit mesnet)
Reactions for an L-shaped beam with horizontal and vertical point loads.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Beam with roller resting on a sloped support.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Simply supported beam (basit kiri)
Reaction for a truss-like structure.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Fixed-end moments.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Cantilever (konsol kiri)
Determination of the loading model for a cable-supported structure. The analysis is simplified and
based on several assumptions.
Reference: Structures, Daniel Schodek, Martin Bechthold.
Cable-supported structure.
Reference: Structures, Daniel Schodek, Martin Bechthold.
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
LOAD SYSTEMS
Uniform distributed load (dzgn yayl yk)
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
Point load (tekil yk)
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
Resultant Force (Bileke kuvvet)
I.T.U. Faculty of ArchitectureStructural and Earthquake Engineering WG
Ref.Book:Statics and Strength of Materials for Architecture and Building Construction
Resultant Force (Bileke kuvvet)Resultant Force (Bileke kuvvet)