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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