3) Transportation of the Rotary Table Driving Device The integrate rotary table driving device is loaded on the vehicle and delivered. 6 Drive Parts Lists 6.1 Bearing List 2 Name & Part No. Self-aligning 22230C/W33/C3 Self-aligning 22338C/ W33/C3 Self
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CITY OF PHOENIX: Water Services Department PROJECT NAME: Reservoir 1-ES2-3 Rehabilitation PROJECT NUER: WS85050051 01110-3 NOVEER 2016 manufacturer''s label as well. Appropriate material safety data sheets (e.g., MSDS) shall be
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Brick sump constructed with 225mm thick brickwall in cement mortar (1:3); 50mm thick lean concrete, 200mm thick concrete Grade 20 as specified bed; 225mm x 150mm thick rebated concrete Grade 20 topping to receive mild steel grating (measured
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All excavations 8 feet or less in depth which have unsupported vertically sidded lower portions shall have a maximum vertical side of 3-1/2 feet. The slope is still 3/4:1 Cast-in-place concrete.
M12 x 1.25 x 13 mm 6240-012-15 90341-12012 12 x 17 x 3 mm 6464-11-17 1102601M02 M14 x 1.5 x 16 mm 6243-14-15 Opel Diameter bolt yellow vz M14 x 1.5 x 16 mm f Item no. 6243-014-15
3 x diameter 6 x diameter 3 1/3 x diameter 5 x diameter 7 x diameter 3 x diameter 4 x diameter 6 x diameter Mechanical Purposes Tensile Requirements Standards Grade Sizes (mm) [No.] Yield Stregth (YS) (Mpa) (psi) minimum ABNT NBR 7480:2007 CA 50
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6 6 17 133 85 107 3 41 337 3 8 6 13 9 85 8 16 23 23 1 12 20 19 1 3 66 10 58 3 93 5 58 15 2 4 58 1 38 38 14 74 1812 1308 34 39 76 133 85 107 41 337 85 66 58 93 58 58 38 504 1812 Arial,Regular" Arial,Regular" 11/24/2019 1606 12/31/2019 1646 2/29/2020
JOHANNESBURG DEVELOPMENT AGENCY (JDA) JDA JBCC 2 PROCUREMENT DOCUMENT FOR BUILDING CONSTRUCTION JBCC SERIES 2000 Edition 5.0 (JULY 2007) CONSTRUCTION OF NALEDI CLINIC CONTRACT No.: JDA 17.3.8.B.7033 PLEASE
Item Tolerance (mm unless shown otherwise) (i) Cross Section * Dimension < 2 m 3 to +3 > 2 m 6 to +6 * Out of square > 2 m 0.5 in 250, or Desirable 3, Maximum 5 (ii) Strand and Reinforcement * Placing of reinforcement 5 * Placing of prestressing strand 3 * Concrete cover 0
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1 x Hose , length 430 mm 1 x Adapter M 10 x 1.0 1 x Adapter M 12 x 1,25 1 x Adapter M 14 x 1,25 Power Loss < 1W Max Depth 3.0 Meters Depth Accuracy ± 10% upto 150 cm depth ± 15% for 150 to 300 cm depth Route Accuracy 30cm either side from
While supported by the transporters at the first interior bottom panel points 3/4 and 9/10, meers 2 and 11 were in tension so they were prestressed to about 560 kips, in the case of 11. The cantilever created about 250 kips tension in 11 so it remained under about 310 kips compression.
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Kerb (SABS 927 fig 3) 150 x 300mm high with 500 x 150mm reinforced concrete base and 150 x 150 x 300mm unreinforced concrete haunching at back of each joint including excavation, backfilling, etc
Fibre board of woods, excl MDF, of a dernsity > 0.5 g/cm3 0.8 gm/cm3 44119400 Fibre board of woods, excl MDF, of a density 0.5 g/cm3 44121010 Baoo plywood either side 600 mm in dimention consiting 6 pcs / set for the assele 44123110
4. In designing concrete structures, normally maximum aggregate sizes are adopted with ranges from 10mm to 20mm. Does an increase of maximum aggregate size benefit the structures? To answer this question, let’s consider an example of a cube. The
concrete slab and prestressed box beam bridges this distance should be 1’-6” [450 mm]. 204.3 ABUTMENT TYPES Preference should be given to the use of spill-thru type abutments.
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Table 4.22 Acceptable forms of construction (NCC Table 22.214.171.124)73 Table 5.1 Protection of Class 1 buildings82 Table 5.2 Protection of Class 1 buildings83