'Slenderness ratio' diaporamas de présentation

CHAPTER OBJECTIVES

CHAPTER OBJECTIVES. Discuss the behavior of columns. Discuss the buckling of columns. Determine the axial load needed to buckle an ideal column. Analyze the buckling with bending of a column. Discuss inelastic buckling of a column.

992 views • 98 slides

STRUCTURAL DYNAMICS IN BULDING CODES

STRUCTURAL DYNAMICS IN BULDING CODES. BUILDING CODES : ANALYSES . STATIC ANALYSIS Structures be designed to resist specified static lateral forces related to the properties of the structure and seismicity of the region.

1.15k views • 63 slides

Monther Dwaikat Assistant Professor Department of Building Engineering

Monther Dwaikat Assistant Professor Department of Building Engineering An-Najah National University. 68402: Structural Design of Buildings II 61420: Design of Steel Structures 62323: Architectural Structures II. Design of Compression Members. Design of Compression Members.

1.26k views • 60 slides

Monther Dwaikat Assistant Professor Department of Building Engineering

Monther Dwaikat Assistant Professor Department of Building Engineering An-Najah National University. 68402: Structural Design of Buildings II 61420: Design of Steel Structures 62323: Architectural Structures II. Design of Compression Members. Design of Compression Members.

642 views • 60 slides

CHAPTER OBJECTIVES

CHAPTER OBJECTIVES. Discuss the behavior of columns. Discuss the buckling of columns. Determine the axial load needed to buckle an ideal column. Analyze the buckling with bending of a column. Discuss inelastic buckling of a column.

778 views • 47 slides

Columns

686 views • 35 slides

STEEL COLUMNS

STEEL COLUMNS. Er. RAJINDER KUMAR (M.E. CIVIL) Sen. LECTURER G.P. COLLEGE, BATALA.

792 views • 34 slides

STEEL COLUMNS

STEEL COLUMNS. Er. RAJINDER KUMAR (M.E. CIVIL) Sen. LECTURER G.P. COLLEGE, BATALA.

5.56k views • 34 slides

205 views • 20 slides

Compression Members

Compression Members. The failure of members in compression are due either to the load exceeding the ultimate strength in compression (crushing) or due to buckling under the load, because the applied load is larger than the critical buckling load.

513 views • 19 slides

Wall Form Design Part I

Wall Form Design Part I. Lecture 3. BEARING OR CRUSHING. Bearing Stresses (Compression Perpendicular to the Grain) Allowable stresses for compression perpendicular to the grain are available from tables providing wood properties for various species and grades of lumber.

782 views • 18 slides

? ? ?

? ? ? ?. ? ? ?. ? ( Column ). 5-1 ????. ???????????????. ???????? ????? ? ?? (buckling) ????????????????. ??????????????????? ??? ????? ?. ?????? ??????. 5-2 ???????. 1. ????? A ?. 2. ??? ? I ? ?????? I ??. 3. ????????? r. ??????? ??????. 5-3 ???????????.

527 views • 18 slides

Architecture 324 Structures II Column Analysis and Design Failure Modes

228 views • 18 slides