SHORE 100 SPECIFICATIONS

Shore 100 Props with Single Jack and Foot
Jack Adaptor
Mass 0.090 Beam 0.180 Beam 0.360M Beam 0.540M Beam 0.900M Beam 1.800M Beam 2.700M Beam 3.600M Beam Mass Shore 100 Prop with Top & Bottom Jack
and Two Tilt Bases
(Raking Prop)
Metres kg                 kg Metres
0.450 - 0.655 18.0                 37.6 0.900 - 1.310
0.540 - 0.745 25.3 1               44.9 0.990 - 1.400
0.630 -0.835 26.8   1             46.4 1.080 - 1.490
0.810 - 1.015 30.4     1           50.0 1.260 - 1.670
0.990 - 1.195 34.0       1         53.6 1.440 - 1.850
1.170 - 1.375 42.8     2           62.4 1.620 - 2.030
1.350 - 1.555 40.1         1       59.7 1.800 - 2.210
1.530 - 1.735 50.0       2         69.6 1.980 - 2.390
1.710 - 1.915 52.5     1   1       72.1 2.160 - 2.570
1.890 - 2.095 56.1       1 1       75.7 2.340 - 2.750
2.010 - 2.275 64.9     2   1       84.5 2.460 - 2.930
2.250 - 2.455 58.0           1     77.6 2.700 - 3.110
2.430 - 2.635 78.4     1 3         98.0 2.880 - 3.290
2.610 - 2.815 70.4     1     1     90.0 3.060 - 3.470
2.790 - 2.995 74.0       1   1     93.6 3.240 - 3.650
2.970 - 3.175 82.8     2     1     102.4 3.420 - 3.830
3.150 - 3.355 73.0             1   92.6 3.600 - 4.010
3.330 - 3.535 90.0       2   1     109.6 3.780 - 4.190
3.510 - 3.715 98.8     2 1   1     118.4 3.960 - 4.370
3.690 - 3.895 107.6     4     1     127.2 4.140 - 4.550
3.870 - 4.075 106.0       3   1     125.6 4.320 - 4.730
4.050 - 4.255 91.0               1 110.6 4.500 - 4.910
4.230 - 4.435 123.6     4 1   1     143.2 4.680 - 5.090
4.410 - 4.615 103.4     1         1 123.0 4.860 - 5.270
4.590 - 4.795 107.0       1       1 126.6 5.040 - 5.450
4.770 - 4.975 115.8     2         1 135.4 5.220 - 5.630
4.950 - 5.155 113.1         1     1 132.7 5.400 - 5.810
5.130 - 5.335 128.2     3         1 147.8 5.580 - 5.990
5.310 - 5.515 125.5     1   1     1 145.1 5.760 - 6.170
5.440 - 5.695 129.1       1 1     1 148.7 5.890 - 6.350
5.670 - 5.875 144.2     3 1       1 163.8 6.120 - 6.530
5.850 - 6.055 131.0           1   1 150.6 6.300 - 6.710
6.030 - 6.235 151.4     1 3       1 171.0 6.480 - 6.890
6.210 - 6.415 143.4     1     1   1 163.0 6.660 - 7.070
6.390 - 6.595 147.0       1   1   1 166.6 6.840 - 7.250
6.570 - 6.775 155.8     2     1   1 175.4 6.570 - 6.775
6.750 - 6.955 146.0             1 1 165.6 7.200 - 7.610
6.950 - 7.135 163.0       2   1   1 182.6 7.400 - 7.790
7.110 - 7.315 165.5     1       1 1 185.1 7.560 - 7.970

 

A versatile propping solution that can be used in conjunction with Shore 1000.

 

Shore 100 Accessories

 

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Description Weight
1. Sixway Connector 25kg
2. Shore 1000 Strut Adaptor 4.5kg
3. Tilt Base 6kg
4. Shore 100 Strut Adaptor 4.2kg
5. Connecting Angle 2.2kg
6. Scaffold Bracket 2kg
7. End Plate Adaptor 1.6kg
8. Rocking Head 9.5kg
9. Foot Jack Adaptor 5.2kg
10. Jack Spanner 1.0kg
11. Shore 100 Jack - Left Hand=Gold, Right Hand=Silver
                          - Jack Only (390-600mm)
                          - Jack with Foot Jack Adaptor (440-650mm)
12.8kg
18kg
12. Shore 400 - 100 Flange Connector 11kg
 

 

SHORE 100 SECTION SPECIFICATIONS

 

Description Weight
90mm section 7.3kg
180mm section 8.8kg
360mm section 12kg
540mm section 16kg
900mm section 22kg
1800mm section 40kg
2700mm section 58kg
3600mm section 73kg

 

A full range of accessories is available to suit most work requirements.

 

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SHORE 100 WORKING LOAD LIMIT (WLL) FOR RAKING APPLICATIONS

Effective Length (mm) Horizontal Angle of Raking Shore to the Horizontal (Ø)  
10 20 30 40 45 50 60 Vertical
Working Load Limit in kN
2000 110 110 110 110 110 110 110 110 110
2900 104.7 104.7 104.7 104.7 104.7 104.7 104.7 104.7 104.7
3800 95.2 95.3 95.4 95.5 95.8 95.9 96.1 96.4 97.6
4700 79.0 79.0 79.5 80.3 81.5 82.2 83.0 84.7 91.2
5600 59 59.1 59.5 60.3 61.5 62.2 62.9 64.7 70.9
6500 43.2 43.3 43.9 44.8 46.3 47.1 48.1 50.2 57.9
7400 32.8 32.9 33.5 34.6 36.2 37.2 38.2 40.6 49.2
8300 22.2 22.4 23.1 24.5 26.5 27.7 28.9 33.5 42.6
9200 15.7 15.9 16.7 18.2 20.3 21.6 23.1 25.5 37.8

 

The working load limit capacity table for raking applications of various angles is based on the following principles of design: ƒ

 - A universal tilt base & jack are positioned at both ends and are laterally restrained. ƒ

 - The working load limit values are the limit state design capacity values divided by a load factor of 1.5. ƒ

 - An eccentricity of axial load of L/200 has been applied around the minor axis. ƒ

 - The effective length of the raking prop is to be taken as the linear measurement between the universal tilt base pins at both ends. ƒ

 - Raking prop is aligned such that bending due to gravity is about the major axis. Refer to picture below for guidance. ƒ

 - For effective lengths greater than 8600mm, it is recommended that the props should be used for wind loading applications only.

 - All assembly bolts are fully tensioned.

Intermediate capacities for other effective lengths can be interpolated from the table. For design parameters outside the above scope, consultation should be made with Shore Hire Engineering Services.

 

 

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Correct alignment of Shore 100 raking prop.

 

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Correct angle of raking shore.


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The Vertical working load limit capacity chart is based on the following principles of design:

A Shore 100 jack is positioned at the base and both ends are laterally restrained. The working load limit values are the limit state design capacity values divided by a load factor of 1.5. An eccentricity of axial load of L/200 has been applied around the minor axis. All assembly bolts are fully tensioned.

Intermediate capacities for various effective lengths can be interpolated from the chart. For design parameters outside the above scope, consultation should be made with Shore Hire Engineering Services.


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Shore 100 Jacks

Jacks (left and right hand) have been developed for use in shoring applications. These heavy duty jacks convert the Shore 100 to a vertical or raking shore. Rotating the vertical soldier in either direction extends or contracts the overall length of the shore. One left and one right is required per assembly.

 

SHORE 100 PROPERTIES

Cross Sectional Area 2460mm2 Elastic Section Modulus in x-direction (Zxx) 159 x 103mm3
Moment of Inertia in x-direction (Ixx) 17.9 x 106mm4 Elastic Section Modulus in y-direction (Zyy) 62.6 x 103mm3
Moment of Inertia in y-direction (Iyy) 5.6 x 106mm4 Plastic Section Modulus in x-direction (Sxx) 190.6 x 103mm3
Radius of Gyration in x-direction (rxx) 85.3mm Plastic Section Modulus in y-direction (Syy) 101.6 x 103mm3
Radius of Gyration in y-direction (ryy) 47.8mm Young’s Modulus of Elasticity, E 101.6 x 103MPa
    Minimum Yield Stress of Prop Material (fy) 345MPa