Structural Failures Cost Lives and Time



Similar documents
Mark Cramer Inspection Services, Inc.

Residential Deck Safety, Construction, and Repair

Chapter. Restoration of Damaged Structures

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig some of the trusses that are used in steel bridges

EAST LYME HIGH SCHOOL

14 September Sarah Zorn Planning and Economic Development 25 West Fourth Street, Ste St. Paul, MN 55102

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing

What is Seismic Retrofitting?

Guidelines for Earthquake Bracing Residential Water Heaters

March 19, Ms. Jean McDonald CAP Management th Street, Suite 1010 Denver, Colorado 80202

Page & Turnbull imagining change in historic environments through design, research, and technology

6 RETROFITTING POST & PIER HOUSES

Chapter 3 Pre-Installation, Foundations and Piers

STRUCTURAL ASSESSMENT REPORT BOLINAS MARINE STATION - BOLINAS, CALIFORNIA

Chapter 3 DESIGN AND CONSTRUCTION FEATURES IMPORTANT TO SEISMIC PERFORMANCE

Guidelines for Earthquake Bracing of Residential Water Heaters

EARTHQUAKE DESIGN OF BUILDINGS

SECTION 3 ONM & J STRUCTURAL ANALYSIS

OTTAWA CIVIC CENTRE & NORTH SIDE STANDS LANSDOWNE PARK FRANK CLAIR STADIUM STRUCTURAL ADEQUACY REPORT 2007

Chapter. Earthquake Damage: Types, Process, Categories

The Original Carbon Fiber Reinforced Polymer System

PALLET RACKING INSPECTION PROGRAM

STRUCTURAL ASSESSMENT. Full Metal Jacket Building 0 Prince Street, Alexandria, VA

Photo 2. View showing flour mill, machine shed, veranda and saw mill + storage shed.

STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM

Chapter 5 Bridge Deck Slabs. Bridge Engineering 1

Manufactured Home Inspection Checklist

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China

SECTION 7 Engineered Buildings Field Investigation

The Collapse of Building 7 by Arthur Scheuerman December 8, 06

~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:

Structural Audit of Buildings

CONSERVATION MAINTENANCE WORKSHEET Universal Checklist

The following symbol denotes a generally compliant condition: The following symbol denotes a generally noncompliant condition:

PERIODIC STRUCTURAL INSPECTION OF EXISTING BUILDINGS GUIDELINES FOR STRUCTURAL ENGINEERS

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE

2.0 External and Internal Forces act on structures

Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training

Operating instructions. 3-in. x 6-ft. Anchor Strap for Skyline Horizontal Lifeline

Architectural Condition Survey

FORM DESIGN. easy to work with, and generally available.

Diameter. Swift Lift Round Recess Plug. Note: The diameter of the narrow recess plug is the same as the diameter of the round recess plug.

Bridge Structural Rehabilitation Using FRP Laminates

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE

Basement & Foundation Damage

One-third of all fatalities in the U.S. construction

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA

Ceiling Mounted Folding Attic Ladders Installation Instructions

Walking and Working Surface Checklist:

INSTALLATION. General. Important Note. Design. Transport

48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No.

WALKING-WORKING SURFACES (SLIPS, TRIPS, AND FALLS)

Protecting Your Home From Hurricane Wind Damage

ladder Safety Types of Ladders

Joist. Reinforcement. Draft 12/7/02

METHOD OF STATEMENT FOR STATIC LOADING TEST

MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE

Embedded Parts Introduction - Anchors

VERTICAL / FIXED BEAM CLAMP I-BEAM ANCHOR ADJUSTABLE FROM 4-14 Model # HD26249

ABOUT CWB CERTIFICATION/ QUALIFICATION The work CWB does on behalf of our clients can be divided into five main categories:

Architectural Inspection Site Structures

Handling, Erection and Bracing of Wood Trusses

INTRODUCTION TO BEAMS

Expected Performance Rating System

Code of Standard Practice for Timber Frame Structures

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

MEMORANDUM. General: Foundation:

INSPECTION PROPERTY ADDRESS: Fort Bend County, Texas

How To Repair A House

Reproduced with the permission of the American Welding Society (AWS), Miami, Florida - 09/15/ Stud Welding

Industry Track Inspection

Inspection Item COMMENTS

POST AND FRAME STRUCTURES (Pole Barns)

Report on Sanctuary/Chancel Crawl Space Inspection. St. John in The Wilderness, 2896 Old Lakeshore Road Bright s Grove. Project No.

Installation Instructions Double-Hung, Single-Hung, Casement, Awning, Sliding, Picture & Shapes Non-Impact & Impact Resistant Nailing Fin Windows

Detailing of Reinforcment in Concrete Structures

Safe & Sound Bridge Terminology

Materials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections

Super Slider ADJUSTABLE FROM Model #HD26229

Repairing storm damaged roofs

Replacement Window Installation Guide Non-Impact & Impact Resistant Windows without Nailing Fin

ARCH 331 Structural Glossary S2014abn. Structural Glossary

PONTIS BRIDGE INSPECTION FIELD MANUAL FOR OKLAHOMA BRIDGES OKLAHOMA DEPARTMENT OF TRANSPORTATION BRIDGE DIVISION

Structural Integrity Analysis

1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona

Minor Cracks in Horizontal Surfaces

US 51 Ohio River Bridge Engineering and Environmental Study

1.02 SYSTEM DESCRIPTION

Tank Lifting. A.P.I. 650 and 653 only give general guide lines to the type of foundation. Number of different types, evaluated on the basis for:

Rehabilitation of an Aging Concrete Reservoir Adit Tower

WSDOT Bridge Elements

Bracing Webs in Trusses that have Dissimilar Configurations

Chapter 36 - STRAW BALE CONSTRUCTION SECTION PURPOSE. SECTION SCOPE. SECTION DEFINITIONS.

Protecting Your Home from Wind Damage

EMPLOYEE FALL PROTECTION

ROOF CONDENSATION: A COSTLY PROBLEM

Transcription:

Structural Failures Cost Lives and Time Recent failures of storage bins, silos and other structures highlight the need to increase awareness of hazards associated with these structures. Since 2010, one miner was killed when a storage bin collapsed; another miner was killed when the concrete silo he was standing on collapsed. These deaths and several near misses are alarming. Careful examination and prompt correction of hazards are essential to maintaining these structures. These occurrences can be greatly reduced by utilizing the following best practices. Examine structures for indications of damaged, weakened or displaced structural elements, bulging or deformed bin sides or tops, gapped joints, cracked or broken concrete, corroded or fatigue-cracked metal, bent or buckling columns, beams or braces, loose or missing connectors, cracked, broken or inadequate welds, etc. Inspect structural elements for reduced load-carrying capacity, thinned or missing sections of beam and column webs or flanges, corroded rusted or flaked metal surfaces, delaminated plywood or water-weakened wooden structures. Clean accumulations of material from around the base of structures and flanges of horizontal beams. Carefully inspect for damaged support columns, braces, anchor bolts and eroded foundations. Report all areas where indications of structural weakness are found. Protect lower level structural elements from collision damage by mobile equipment. Minimize spillage and eliminate the source promptly. New structures should be designed and certified as appropriate by a registered professional engineer in accordance with local building codes and in conformance with accepted engineering practices. Significant modifications to existing structures should be undertaken only after consultation with an engineer. Structures should be constructed according to plans and specifications by trained workers using good materials and employing generally accepted construction methods. Report Structural Damage or Deterioration To Your Supervisor

PowerPoint prepared by Terry Taylor, P.E., Senior Civil Engineer, PSHTC 1

Structural Condition Assessments 2

Structural Materials Steel Concrete (plain, reinforced, pre-stressed) Timber Other - Masonry, Aluminum, Fiber- Reinforced Polymer (FRP), etc. 3

Inspecting Structural Steel Corrosion (holes,delamination & loss of cross section) Cracking (overload & fatigue) Overloads (buckling & deflection) Member Impact Damage 4

Corrosion holes & delamination 5

Reinforced Concrete Concrete is strong in compression but weak in tension. Rebar is introduced so that steel, which is strong in tension, can carry the tensile load while concrete carries the compressive load. 6

Inspecting Concrete Structures Cracking Delamination (Internal Splitting - Silos) Spalling Rebar Corrosion Crushing Impact Damage 7

Spalling & Corrosion from Exposure to Chemicals 8

Inspecting Timber Structures Cracking Deflection / Sag Crushing Fungi - molds, rot, dry rot Wood Boring Insect Damage 9

Inspection Tools Cleaning chipping hammer, wire brush Inspection chipping hammer, screw driver or icepick, plumb bob, flashlight, binoculars Measuring tape, calipers, ultrasound, level Safety & Misc. - safety harness, dust mask, compass 10

MNM Surface - 56.11001 MNM Underground 57.11001 Safe Access Safe means of access shall be provided and maintained to all working places. 11

MNM Surface - 56.14100 MNM Underground 57.14100 Machinery & Equipment Safety Defects b) Defects on any equipment, machinery, and tools that affect safety shall be corrected in a timely manner to prevent the creation of a hazard to persons. 12

MNM Surface -56.14205 MNM Underground -57.14205 Machinery, Equipment, & Tools Machinery, equipment, and tools shall not be used beyond the design capacity intended by the manufacturer where such use may create a hazard to persons. 13

Inspection of Processing Plants 14

Beams - Bending & Shear Resistance Beams and girders are common members used to resist bending moments and shearing forces. Bending is resisted by flanges; shear is resisted by web. 15

Bending Moment 16

Shear Force Equal (magnitude) but opposite (direction) forces which tend to slide one section of a member past an adjacent section. 17

Corroded web of wide flange beam 18

Long corrosion hole at web to flange interface 19

This beam was still standing (?) 20

Corrosion hole in web of beam (hidden by piping) 21

Corrosion holes in web of beam 22

Corroded web @ end of beam 23

Corrosion hole in web & buckled top flange 24

Heavy delamination of bottom flange 25

Buckled web 26

Buckled webs of corroded channels 27

Beam modifications need engineered! 28

Columns Buckled column flanges @ web corrosion hole 29

Corrosion hole in web of column 30

Buckled flanges at bottom of column @ corrosion hole 31

Repaired column base (appears good) 32

Bad Repair At Column Base 33

Another Bad Column Repair (base) 34

a few feet up from base 35

Rotted timber column 36

An equipment mishap these types of repairs can be evaluated by an engineer 37

Crooked Column (creation of moment) 38

Severe equipment damage 39

Replacement time! 40

Inspect the column foundations 41

Don t take the bracings out! 42

Corroded diagonal brace 43

Corroded diagonal and gusset plate 44

Corroded diagonal 45

Corroded channels/girts supporting the siding 46

Check equipment supports! Corrosion hole in channel post for a magnetic separator 47

Corroded channel post support for a magnetic separator 48

Crack in a support beam for a shaker screen 49

Fractured spring support for vibrating equipment 50

Deteriorated concrete flooring 51

Floor slab cracks - a potential source of rebar corrosion 52

Look at floor grating - corrosion @ supports 53

Corrosion at support edge of grating 54

55

Corroded stair channels 56

Corroded angle supporting stair tread 57

Don t forget to check the handrails! 58

Corrosion holes in handrail support post 59

Heavy Roof Loading 60

Roof Collapse Due to Clinker Buildup and Snow Load 61

Inside of Failed Structure 62

Collapsing Roof Support Purlins 63

Corrosion of bottom flange of roof support channel 64

Buckled Vertical Roof Truss Member 65

Bolted Connections Check tightness Look for missing bolts sheared bolts elongated bolts excessive corrosion 66

Inspect connections! Corroded bolt heads 67

Welded Connections cracked welds poor quality - irregular surface corrosion in connected parts Always use qualified welders 68

Fractured weld @ connection 69

Vibrating equipment - fracture & poor quality weld 70

Irregular weld surface w/porosity 71

Exposed rebar on the side of a concrete settling tank 72

Collapsed floor Avoid this! 73

Plant collapses can be costly. 74

Recap - Inspection of Processing Plants Check the beams, columns, diagonal braces Examine members for buckling, corrosion, damage, excessive sag, holes, local buckling, and cracking. Examine connections for corrosion, missing or cracked elements Examine floors, roofs, walls, & foundation Examine equipment supports, stairways, & handrails 75