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Steel trusses: Problem 9.10.A and 9.10.B *change span length to 28 for B. For both, find lightest and shallowest
Problem 9.10.A Open-web steel joists are to be used for a roof with a live load of 25 psf and a dead load of 20 psf (not incl
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Answer #1

Ans a) Let us first determine the load per ft on the joist ,

Live load = Joist spacing x Live load in psf = 4 ft x 25 psf = 100 lb/ft

Dead load = Joist spacing x Dead load in psf = 4 ft x 20 psf = 80 lb/ft

=> Total load = 100 + 80 = 180 lb/ft

Now, choose the possible joist section according to standard specificatiojn load tables for steel joist, 1986 , that will just carry these loads . Note that joist weight must be reduced from the total capacity of selected joist . Possible choices for the span 48 ft are shown below :   

Load condition/Joist 24 K 9 26 K 9 28 K 6 28 K 7
Total capacity (lb) 211 229 184 206
Self weight (lb/ft) 12 12.2 11.4 11.8
Net usable capacity (lb) 199 216.8 172.6 194.2
Load for L/360 deflection (lb) 101 119 105 152

So, according to above table lightest choice for joist will be be 28 K 7

The shallowest choice of joist is 24 K 9

Ans b) Let us first determine the load per ft on the joist ,

Live load = Joist spacing x Live load in psf = 5 ft x 30 psf = 150 lb/ft

Dead load = Joist spacing x Dead load in psf = 5 ft x 18 psf = 90 lb/ft

=> Total load = 150 + 90 = 240 lb/ft

Now, choose the possible joist section according to standard specificatiojn load tables for steel joist, 1986 , that will just carry these loads . Note that joist weight must be reduced from the total capacity of selected joist . Possible choices for the span 28 ft are shown below :    

Load condition / Joist 14 K 6 16 K 4 20 K 3
Total capacity (lb) 265 249 261
Self weight (lb/ft) 7.7 7.0 6.7
Net usable capacity (lb) 257.3 242 254.3
Load for L/360 deflection (lb) 124 138 189

So, according to above table lightest choice for joist will be be 16 K 4

The shallowest choice of joist is 14 K 6

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