T1. DESIGN OF STEEL BEAMS Steel framed building

Slides:

Advertisements

Similar presentations

Sample Problem 4.2 SOLUTION:

Advertisements

Basic structural theory. Statics Things dont continue to move if forces are resisted – Static Equilibrium What resists the force? Equal and opposite Reaction.

Design of Steel Flexural Members

Design of Concrete Structure II University of Palestine

Beams Stephen Krone, DSc, PE University of Toledo.

2.2 STRUCTURAL ELEMENT BEAM

T4. DESIGN OF TIMBER COLUMN (axial compression) T4. Design of timber column page 1. Timber framed building Floor plan Section Example: Checking column.

2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs

Parts of typical slab formwork

Lecture 9 - Flexure June 20, 2003 CVEN 444.

Advanced Flexure Design COMPOSITE BEAM THEORY SLIDES

By : Prof.Dr.\Nabil Mahmoud

Structural System Overview

Commercial Framing C D Prints Unit 13.

T6. DESIGN OF REINFORCED CONCRETE BEAM Reinforced concrete framed building T6. Design of reinforced concrete beam page 1. Alaprajz Floor plan Beam: linear.

Milton S. Hershey Medical Center Biomedical Research Building Joshua Zolko, Structural Option.

T3. DESIGN OF TIMBER BEAM Timber framed structure T3. Design of timber beam page 1. Beam: linear member subjected to bending and shear (N=0). Example:

Reinforced Concrete Flexural Members

SHEAR IN BEAMS. SHEAR IN BEAMS Example (4.1): A rectangular beam has the dimensions shown in Figure 4.12.a and is loaded with a 40 ton concentrated.

2.2 STRUCTURAL ELEMENT Reinforced Concrete Column

ONE-WAY SLAB. ONE-WAY SLAB Introduction A slab is structural element whose thickness is small compared to its own length and width. Slabs are usually.

Carl Hubben – Structural Option Ae senior thesis Office Building-G EASTERN UNITED STATES.

COMPOSITE BEAMS-II ©Teaching Resource in Design of Steel Structures –

Torsion in Girders A2 A3 M u = w u l n 2 /24 M u = w u l n 2 /10M u = w u l n 2 /11 B2 B3 The beams framing into girder A2-A3 transfer a moment of w u.

Slab Form Design.

10 Pure Bending.

Beams. BEAMS A structural member loaded in the transverse direction to the longitudinal axis. Internal Forces: Bending Moments and Shear.

COLUMNS. COLUMNS Introduction According to ACI Code 2.1, a structural element with a ratio of height-to least lateral dimension exceeding three used.

Composite Beams and Columns

Chapter 6 Plate girder.

Umm Al-Qura University Department of Civil & Structural Engineering 1 Design of reinforced concrete II Design of one-way solid slabs Lecture (1)

Reinforced Concrete Design

ERT352 FARM STRUCTURES TRUSS DESIGN

BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.

CE415 Spring (3) 1-Hour Exams (Wednesdays: 4 th, 8 th, 12 th weeks)

CTC 422 Design of Steel Structures

+ Sill and Floor Construction Vocabulary. + Anchor Bolt A threaded rod inserted in masonry construction to anchor the sill plate to the foundation.

ENCE 710 Design of Steel Structures

Moment Connection Requires Bolts Outside the Flanges

1 Design of Concrete Structure I Dr. Ali Tayeh First Semester 2009 Dr. Ali Tayeh First Semester 2009.

Dr Ana M. Ruiz-Teran Transverse schemes for bridge decks. Part 3: Box girders.

Structural Curriculum for Construction Management and Architecture Students 1 Prepared by: Ajay Shanker, Ph.D., P.E. Associate Professor Rinker School.

Composite Construction

Shear Stresses in Concrete Beams

BEAMS: Beams are structural members that can carry transverse loads which produce bending moments & shear force. Girders: Main load carrying members into.

1C8 Advanced design of steel structures

Beam Design Beams are designed to safely support the design loads.

Biobehavioral Health Building The Pennsylvania State University Daniel Bodde Structural Option Advisor – Heather Sustersic.

THE NORTHBROOK CORPORATE CENTER Redesign of the Lateral Load Resisting System.

General Comparison between AISC LRFD and ASD

By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. Reinforced Concrete Design-6 Shear Design of Beams.

BIM Bridge Inspection and Maintenance Technical Standards Branch Class B Bridge Inspection Course Bridge Structural Considerations BASIC STRUCTURAL CONSIDERATIONS.

Structural Drafting Shear stress in Bolts. Fastener Loads and Stresses Load:External force applied to a member. Stress: Internal force acting on a member.

Design of Bracing Connections in Concentrically Braced Frames

Structural Considerations for Bridges

ERT352 FARM STRUCTURES TRUSS DESIGN

Outline: Introduction: a ) General description of project b) Materials

Columns and Other Compression Members

Chapter-2 Parts of Steel Bridges.

1C2 Conceptual Design of Buildings

ASSESSEMENT AND REHABILITATION OF STRUCTURES

1. In many reinforced concrete structures and particularly in floor systems, a concrete slab is cast monolithically with and, connected to, rectangular.

Chapter 3 BENDING MEMBERS.

Reinforced Concrete Design-6

EAT 415 :ADVANCED STEEL BUILDING DESIGN PLATE GIRDER

STRUCTURAL CONDITIONS

An Najah National University Submitted to : Dr.Munther Diab .

Design of Steel Structures (2) Design of Steel Beams

Presentation transcript:

T1. DESIGN OF STEEL BEAMS Steel framed building Floor plan + bracing Beam: linear member subjected to bending and shear (N=0). Example: Design of secondary girder F1 and beam G1. page 1. T1. Design of steel beams

I. Design of secondary girder F1 I.1. Geometry, model, loads Cross-sectional data section tables (ST) I.1.1. Model, Geometry: simple supported beam leff = I.1.2. Loads: floor Dead load -Self-weight: Floor layers: 1.5 cm parquet 1 layer PE foam underlay 4 cm composition layer 5 cm Rockwood insulation 10 cm monolithic reinforced concrete slab 5 cm steel trapezoid sheet HE 180 secondary girder (spacing 1.2 m) 2 layer plasterboard Σ page 2. T1. Design of steel beams

I. 2. Calculation of internal forces T1. Design of steel beams page 3.

T1. Design of steel beams Study Aid for Steel Structures (S.A.S) page 4. T1. Design of steel beams

local plate buckling under axial compression: web buckling under shear: Effect of transverse concentrated compressive force: grading of cross-section page 5. T1. Design of steel beams

page 6. T1. Design of steel beams

page 7. T1. Design of steel beams