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Other norms
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RST RSFSR 756-89
Felt circles. Technical conditions
Price:
$159.00
RST RSFSR 757-89
Lump fuel peat for household needs. Technical conditions
RST RSFSR ED1 736-89
Crutches and Canes. Technical Specifications
RT 10-05.0004.267-89
Guidelines for routine repair of type E boilers (DE, KE, DKVR)
RTM 8.41.00.1-89
Technological and transporting lines of the grain elevator. Performance, determination procedure
R-TT-01-89
Recommendations for the design of the heat engineering part of installations, production and enterprises for oil refining and the production of organic synthesis
Series 1.020.1-2s/89
Issue 0-0. The composition of the series. General instructions. Product range
Series 1.020.1-2s/89
Issue 0-1. Part 1. Instructions for the use of products
Series 1.020.1-2s/89
Issue 0-1. Part 2. Guidelines for the use of products for halls
Series 1.020.1-2s/89
Issue 0-2. Guidelines for calculating the strength, stability and deformability of buildings. Design characteristics of stiffness diaphragms
Series 1.020.1-2s/89
Issue 0-3. Instructions for the factory technology of manufacturing products
Series 1.020.1-2s/89
Issue 0-4. Guidelines for installing the frame
Series 1.020.1-2s/89
Issue 2-1. Part 1. Columns with a section of 400x400 mm for buildings with a floor height of 3.3 m. Working drawings
Series 1.020.1-2s/89
Issue 2-1. Part 2. Columns with a section of 400x400 mm for buildings with a floor height of 3.3 m. Working drawings
Series 1.020.1-2s/89
Issue 2-2. Part 1. Columns with a section of 400x400 mm for buildings with a floor height of 3.3 m. Space frames. Working drawings for areas with seismicity 7, 8, 9 points
Series 1.020.1-2s/89
Issue 2-2. Part 2. Columns with a section of 400x400 mm for buildings with a floor height of 3.3 m. Space frames. Working Drawings for Non-Seismic Areas
Series 1.020.1-2s/89
Issue 2-3. Columns with a section of 400x400 mm for buildings with floor heights of 3.6 and 3.6 (4.8) m. Working drawings
Series 1.020.1-2s/89
Issue 2-4. Part 1. Columns with a cross section of 400x400 mm for buildings with floor heights of 3.6 and 3.6 (4.8) m. Spatial frames. Working drawings for areas with seismicity 7, 8, 9 points
Series 1.020.1-2s/89
Issue 2-4. Part 2. Columns with a cross section of 400x400 mm for buildings with floor heights of 3.6 and 3.6 (4.8) m. Spatial frames. Working Drawings for Non-Seismic Areas
Series 1.020.1-2s/89
Issue 2-5. Columns with a section of 400x400 mm for buildings with a floor height of 4.2 m. Working drawings
Series 1.020.1-2s/89
Issue 2-7. Columns with a section of 400x400 mm for buildings with a floor height of 4.8 and 4.8 (6.0) m. Working drawings
Series 1.020.1-2s/89
Issue 2-8. Part 1. Columns with a section of 400x400 mm for buildings with floor heights of 4.8 and 4.8 (6.0) m. Spatial frames. Working drawings for areas with seismicity 7, 8, 9 points
Series 1.020.1-2s/89
Issue 2-8. Part 2. Columns with a section of 400x400 mm for buildings with floor heights of 4.8 and 4.8 (6.0) m. Spatial frames. Working Drawings for Non-Seismic Areas
Series 1.020.1-2s/89
Issue 2-9. Columns with a section of 400x400 mm for buildings with a floor height of 5.4; 6.0 and 6.0 (7.2) m. Working drawings
Series 1.020.1-2s/89
Issue 2-10. Part 1. Columns with a cross section of 400x400 mm for buildings with storey heights of 5.4; 6.0 and 6.0 (7.2) m. Space frames. Working drawings for areas with seismicity 7, 8, 9 points
Series 1.020.1-2s/89
Issue 2-11. Columns with a section of 400x400 mm for buildings with halls with a height of 4.2; 4.8; 5.4; 6.0; 7.0 and 8.0 m. Space frames. Working drawings
Series 1.020.1-2s/89
Issue 2-12. Columns with a section of 400x400 mm for buildings with halls with a height of 4.2; 4.8; 5.4; 6.0; 7.0 and 8.0 m. Working drawings
Series 1.020.1-2s/89
Issue 2-13. Columns with a section of 400x400 mm. Details
Series 1.020.1-2s/89
Issue 2-14. Columns with a section of 400x400 mm. Reinforcement and embedded products. Working drawings
Series 1.020.1-2s/89
Issue 3-1. Crossbars for supporting hollow-core floor slabs. Working drawings
Series 1.020.1-2s/89
Issue 3-2. Crossbars for supporting ribbed floor slabs with a height of 300 mm and slabs of the "TT" type. Working drawings
Series 1.020.1-2s/89
Issue 3-3. Part 1. Crossbars. Spatial and flat frames. Working drawings for areas with seismicity 7, 8, 9 points
Series 1.020.1-2s/89
Issue 3-3. Part 2. Crossbars. Spatial and flat frames. Working Drawings for Non-Seismic Areas
Series 1.020.1-2s/89
Issue 3-4. Rigeli. Reinforcement and embedded products. Working drawings
Series 1.020.1-2s/89
Issue 4-1. Rigidity diaphragms. Working drawings
Series 1.020.1-2s/89
Issue 4-2. Rigidity diaphragms. Reinforcement and embedded products. Working drawings
Series 1.020.1-2s/89
Issue 6-1. Mounting units. Working drawings
Series 1.020.1-2s/89
Issue 7-1. Steel connecting products. Working drawings
Series 1.020.1-2s/89
Issue 0-5. Marking schemes of frame frames for buildings with floor heights of 3.3 and 4.2 m
STM 4-14-89
Devices and auxiliary devices. Installation methods on the facades of shields and consoles. Electric regulators and signaling devices. Part 2
STM 4-4-89
Instruments for measuring and regulating the level. Installation on tanks
STM 4-5-89
Instruments for measuring and regulating temperature. Installation on the wall and floor. Part 1. (Collection 70)
STP 07.81-622-89
The choice of temperature measuring instruments
STP 07.81-623-89
Selection of pressure measuring instruments
TP RD 24.090.95-89
Lifting machines for hazardous areas. Basic design requirements
VMU 4966-89
Temporary guidelines for chromatographic determination of sumi-alpha in the air of the working area
VMU 4996-89
Temporary guidelines for the determination of bast and its metabolites in apples, bananas, rapeseed by gas-liquid chromatography
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