Structural Engineering

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Draft


3.7Joists 73


3.7 Joists


43 Steeljoists,Fig. 3.8looklike shallow trusses(warrentype) andaredesignedassimply


supporteduniformlyloadedbeamsassumingthattheyarelaterallysupportedonthetop(to


prevent lateraltorsionalbuckling).Thelateralsupportis oftenpro dedby theconcreteslab


it suppors.


44 Thestandardopen-webjoistdesignationconsistsof thedepth,theseriesdesignationand


thechordtype. Threeseriesareavailablefor
oor/roof construction,Table3.3


Series Depth(in) Span(ft)


K 8-30 8-60


LH 18-48 25-96


DLH 52-72 89-120


Table3.3:JoistSeriesCharacteristics


4"

4"

4"

Span

[Design Length = Span – 0.33 FT.]

Figure3.8:prefabricatedSteelJoists


45 Typicaljoistspacingrangesfrom2 to 4 ft,andprovidesanecient useof thecorrugated


steeldeck which itselfsupportstheconcreteslab.


46 For preliminaryestimatesof thejoistdepth,a depthto spanratioof 24canbe assumed,


therefore


dL= 2 (3.5)


wheredis in inches,andLin ft.


47 Table3.4listtheloadcarryingcapacity of openweb,K-seriessteeljoistsbasedona amxi-


mumallowablestressof 30ksi. For each span,the rstlineindicatesthetotalsafeuniformly

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