Design Characteristics

Dimensions

Length
3500.0 mm to 15000.0 mm
Depth
250.0 mm to 900.0 mm
Deflection
180 to 1440 of span (1/Δ)
Panels
4 to 30 across the joist
Panel Types
Variable • Warren • Pratt
Panel Lengths
Variable • Equal | Single End Panel, then Pairs, with 1 to 4 centre panels
Joist Types
Roof • Floor • Classroom • Other (allows setting of panel point load)

Top Chord extension of 100 mm each end
Bottom Chord extension of 150 mm each end

Loads

In all cases multiple loads can be added. For example with the additional uniform loads you can have two live loads. Similarly you can add multiple end moments.

Uniform Loads

Load
0.0 kN/m to 50.0 kN/m
Types
Dead • Live • Snow

Uniform loads can have the following combinations: Dead and Live or Dead and Snow depending of Joist Type.

Uniform Uplift

Load
0.0 kN/m to 50.0 kN/m
Types
Wind

Point

Load
-150.0 kN to 150.0 kN
Location
0 mm to design length of joist
Types
Dead • Live
Reinforcement
Reinforced (No Local Bending Allowance, {NLBA}), Unreinforced (Local Bending Allowance {LBA})

Point loads with a local bending allowance (LBA) for the purpose of moment distribution are considered to be sitting in the middle of the panel if mid panel lock is on.

An unlimited number of point loads can be applied.

Moving Point

Load
0 kN to 150.0 kN
Types
Dead • Live
Reinforcement
Moving point loads must have reinforcement.

Snow Pileup

Load
0.0 kN/m to a maximum of 50.0 kN/m
Minimum length of 1000 mm and maximum of 10000 mm.
Left facing or right facing with the load's face anywhere on the joist.
Types
Snow

End Moment

Load
-300.0 kN•m to a maximum of 300.0 kN•m.
Single ended or both ends, with different loads each end.
Both reversible and non-reversible.
Types
Dead • Live • Wind • Seismic

These loads can be combined with the uniform loads that are entered on the main web page.

Strip Load

Load
0.0 kN/m to a maximum of 50.0 kN/m.
Can be anywhere along the joist, to the entire length of the joist.
Or strip load lengths a + b + cwhere b is the length of the strip load must be less than the design length of the joist.
Types
Dead • Live

These loads can be combined with the uniform loads that are entered on the main web page.

Additional Uniform Loads

Load
0.0 kN/m to 50.0 kN/m
Types
Dead • Live • Snow • Wind • Storage • Liquid • Soil

These loads can be combined with the uniform loads that are entered on the main web page.

An unlimited number of additional uniform loads can be applied.

Materials

Rods

Rods are used in the web of the joist. Listed below are the rods available to this program.

Rod characteristics are from calculation.

Fy of 300 Mpa.

 No.   Diameter (mm)   Wt. (kg/m)   Area (mm2  R (mm) 
1 12.7000 0.99 126.68 3.1750
2 14.2875 1.26 160.33 3.5719
3 15.8750 1.55 197.93 3.9688
4 17.4625 1.88 239.50 4.3656
5 19.0500 2.24 285.02 4.7625
6 20.6375 2.63 334.51 5.1594
7 22.2250 3.05 387.95 5.5563
8 23.8125 3.50 445.35 5.9531
9 25.4000 3.98 506.71 6.3500
10 26.9875 4.49 572.03 6.7469
11 28.5750 5.03 641.30 7.1437
12 30.1625 5.61 714.54 7.5406
13 31.7500 6.22 791.73 7.9375

Angles

Hot rolled angles are used in the chords of the joist. Listed below are the angles available to this program.

Angle properties are from calculation.

Fy of 380 Mpa.

Distance between angles for Ryy calculation: mm.

 No.   Long Leg (mm)   Short Leg (mm)   Thickness (mm)   Wt. (kg/m)   Area (mm2  Eff. Area (mm2  Ixx (106 mm4  Rxx (mm)   Rzz (mm)   s1 (103 mm3  s2 (103 mm3  dt (mm)   Ryy (mm) 
1 25.4000 25.4000 3.1750 2.37 302.42 302.42 0.018 7.733 9.743 2.41 1.01 7.51 15.88
2 31.7500 31.7500 3.1750 3.01 383.06 383.06 0.037 9.773 12.331 4.02 1.62 9.11 18.29
3 38.1000 38.1000 3.1750 3.64 463.71 393.54 0.065 11.815 14.920 6.05 2.36 10.70 20.74
4 31.7500 31.7500 4.7625 4.39 559.47 559.47 0.051 9.565 12.029 5.29 2.32 9.68 18.66
5 50.8000 50.8000 3.1750 4.91 625.00 393.54 0.158 15.906 20.101 11.39 4.28 13.88 25.73
6 38.1000 38.1000 4.7625 5.34 680.44 680.44 0.092 11.600 14.614 8.12 3.41 11.27 21.10
7 44.4500 44.4500 4.7625 6.29 801.41 801.41 0.149 13.638 17.202 11.59 4.72 12.86 23.56
8 50.8000 50.8000 4.7625 7.24 922.38 885.46 0.227 15.680 19.791 15.69 6.24 14.46 26.05
9 63.5000 63.5000 4.7625 9.14 1164.31 885.46 0.455 19.768 24.971 25.80 9.92 17.64 31.08
10 50.8000 50.8000 6.3500 9.50 1209.67 1209.67 0.289 15.466 19.486 19.25 8.09 15.03 26.39
11 76.2000 76.2000 4.7625 11.04 1406.25 885.46 0.801 23.860 30.152 38.46 14.45 20.82 36.16
12 63.5000 63.5000 6.3500 12.03 1532.26 1532.26 0.585 19.545 24.662 32.14 12.93 18.21 31.39
13 76.2000 76.2000 6.3500 14.56 1854.83 1574.16 1.036 23.631 29.840 48.41 18.90 21.40 36.45
14 63.5000 63.5000 7.9375 14.84 1890.12 1890.12 0.706 19.333 24.357 37.61 15.80 18.79 31.71
15 88.9000 88.9000 6.3500 17.09 2177.42 1574.16 1.673 27.721 35.021 68.08 26.01 24.58 41.53
16 76.2000 76.2000 7.9375 18.00 2293.34 2293.34 1.257 23.411 29.533 57.20 23.18 21.97 36.75
17 101.6000 101.6000 6.3500 19.62 2499.99 1574.16 2.530 31.813 40.203 91.16 34.26 27.76 46.64
18 88.9000 88.9000 7.9375 21.17 2696.57 2459.62 2.039 27.495 34.711 81.04 31.98 25.16 41.82
19 76.2000 76.2000 9.5250 21.37 2721.77 2721.77 1.465 23.199 29.229 64.98 27.30 22.54 37.05
20 88.9000 88.9000 9.5250 25.16 3205.64 3205.64 2.385 27.277 34.404 92.70 37.76 25.73 42.11
21 101.6000 101.6000 9.5250 28.96 3689.51 3541.85 3.628 31.360 39.582 125.49 49.92 28.91 47.19
22 152.4000 101.6000 7.9375 30.66 3906.24 2459.62 3.476 29.832 42.355 149.16 44.40 23.31 73.90
9.495 49.303 42.355 194.95 91.57 48.71 42.06
23 127.0000 127.0000 7.9375 30.66 3906.24 2459.62 6.177 39.766 50.253 178.04 66.92 34.69 57.15
24 101.6000 88.9000 12.7000 35.45 4516.12 4516.12 3.156 26.437 35.568 124.27 49.71 25.40 49.32
4.431 31.324 35.568 139.56 63.44 31.75 41.32
25 127.0000 127.0000 9.5250 36.56 4657.25 3541.85 7.280 39.536 49.941 206.36 79.36 35.28 57.41
26 152.4000 101.6000 9.5250 36.56 4657.25 3541.85 4.083 29.609 42.004 170.87 52.54 23.89 74.19
11.212 49.067 42.004 227.46 108.75 49.29 42.33
27 177.8000 101.6000 9.5250 40.36 5141.12 3541.85 4.247 28.742 40.863 192.22 53.42 22.09 88.08
17.117 57.701 40.863 284.36 145.54 60.19 40.44
28 152.4000 152.4000 9.5250 44.16 5624.99 3541.85 12.809 47.719 60.304 307.66 115.64 41.63 67.67
29 127.0000 127.0000 12.7000 48.11 6129.02 6129.02 9.365 39.090 49.323 257.09 103.40 36.43 57.95
30 152.4000 152.4000 12.7000 58.24 7419.34 6296.62 16.573 47.262 59.681 387.27 151.20 42.79 68.18
31 152.4000 152.4000 15.8750 72.01 9173.37 9173.37 20.110 46.822 59.066 457.64 185.42 43.94 68.72
32 203.2000 203.2000 12.7000 78.50 9999.98 6296.62 40.482 63.626 80.405 729.26 274.10 55.51 88.74
33 203.2000 203.2000 25.4000 151.94 19354.80 19354.80 74.075 61.865 77.944 1232.26 517.70 60.11 90.80
34 304.8000 304.8000 25.4000 232.97 29677.36 25186.49 265.160 94.524 119.362 3098.14 1209.60 85.59 131.86