load path concepts

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Class 2Continuous Load Path Concepts

04/08/23 Building Design – Fall 2007 2

Load Paths Loads must go to “ground” Vertical loads

Gravity Uplift

Lateral loads Wind Earthquake Flood

04/08/23 Building Design – Fall 2007 3

Load Paths Bridge loads

Headers Beams Girders

Interaction with the ground Shallow – spread, slab, stem wall Deep – piles, caissons, friction, bearing Possible failures – slope failure, liquefaction,

erosion, excessive moisture

04/08/23 Building Design – Fall 2007 4

Load PathsVertical

04/08/23 Building Design – Fall 2007 5

Deck collapse – gravity failure

04/08/23 Building Design – Fall 2007 6

Foundation gravity failure

04/08/23 Building Design – Fall 2007 7

Uplift failure

04/08/23 Building Design – Fall 2007 8

Uplift column failure

04/08/23 Building Design – Fall 2007 9

Flood

04/08/23 Building Design – Fall 2007 10

Lateral displacement

04/08/23 Building Design – Fall 2007 11

Earthquake

04/08/23 Building Design – Fall 2007 12

Wind

04/08/23 Building Design – Fall 2007 13

Vertical and Lateral paths OK

04/08/23 Building Design – Fall 2007 14

Lateral failure from wind

04/08/23 Building Design – Fall 2007 15

Lateral wind failure

04/08/23 Building Design – Fall 2007 16

Slope failure

04/08/23 Building Design – Fall 2007 17

Masonry piers

04/08/23 Building Design – Fall 2007 18

Beams – carrying loads

04/08/23 Building Design – Fall 2007 19

Headers:

bridging loads

04/08/23 Building Design – Fall 2007 20

WTC-7 (Bridging loads failure) 47 story building

housed city’s OEM some missile impacts burned uncontrolled

for 8 hours 7 story electric

substation diesel fuel in building

in several tanks

04/08/23 Building Design – Fall 2007 21

04/08/23 Building Design – Fall 2007 22

WTC 7 - 7th Floor Plan

04/08/23 Building Design – Fall 2007 23

04/08/23 Building Design – Fall 2007 24

WTC 7

Penthouses start to collapse

04/08/23 Building Design – Fall 2007 25

WTC 7

Interior collapse continues - note the “kink”

04/08/23 Building Design – Fall 2007 26

04/08/23 Building Design – Fall 2007 27

04/08/23 Building Design – Fall 2007 28

Load Path Concepts

Materials chosen with sufficient strength Connections made with sufficient size,

strength, and number Any weak link could be a failure point Load path requires appropriate soil

bearing capacity Soil must be able to maintain bearing

capacity

04/08/23 Building Design – Fall 2007 29

Vertical gravity loads

Creates compression in members Creates shear in connections What materials and connections perform

well in compression?

04/08/23 Building Design – Fall 2007 30

Vertical gravity loads

Masonry Concrete Steel Wood (of proper size) Reinforcing steel for masonry and

concrete Bolts

04/08/23 Building Design – Fall 2007 31

Vertical gravity load

Compression failures are most likely…? Buckling

04/08/23 Building Design – Fall 2007 32

Vertical uplift loads

Creates tension in members Creates shear or withdrawal in

connections What materials and connections perform

well in tension?

04/08/23 Building Design – Fall 2007 33

Vertical uplift loads

Steel Wood Bolts or welding for steel Bolts for wood

04/08/23 Building Design – Fall 2007 34

Lateral loads

Creates compression in wall panels Creates bending in single members Creates shear at panel edges Creates compression in struts between

panels or members

04/08/23 Building Design – Fall 2007 35

Homework 1 – Due 9/12/07

Find and mark the load paths on the 2 attached sketches

Sketch headers, girders or beams as bridging loads

Take the loads into the foundation which is a pile system

Name: ____________________________

04/08/23 Building Design – Fall 2007 36

04/08/23 Building Design – Fall 2007 37

04/08/23 Building Design – Fall 2007 38

Pilelayout

04/08/23 Building Design – Fall 2007 39

References

Masonry Structures – text by Drysdale Design of Wood Structures – text by

Breyer ASCE 7 ACI 530 NDS Class web page

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