EN 14227-1 Hydraulically bound mixtures. Specifications. Cement bound granular mixtures.
EN 14227-2 Hydraulically bound mixtures. Specifications. Slag bound mixture and
EN 13286-43 Unbound and hydraulically bound mixtures – Test method for the determination of the modulus of elasticity of hydraulically bound mixtures
are needed... please.... anyone?
Thanks...
1
Course Introduction
2
Flumes for Open-Channel Flow Measurement
Current Metering in Open Channels
Current Metering in Open Channels
5
Field Exercise 1 for Open Channel Measurement
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Field Exercise 2 for Open Channel Measurement
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Weirs for Flow Measurement
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Weirs for Flow Measurement
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Broad-Crested Weirs )
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Broad-Crested Weirs
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Calibration of Canal Gates (
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Calibration of Canal Gates ( PDF )
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Flow Measurement in Pipes ( PDF )
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Flow Measurement in Pipes ( PDF )
15
Canal Design Basics ( PDF )
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Channel Cross Sections ( PDF )
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Design of Earthen Canals ( PDF )
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Sample Earthen Channel Designs ( PDF )
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Canal Linings ( PDF )
20
Inverted Siphons ( PDF )
21
Culvert Design and Analysis ( PDF )
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Example Culvert Designs ( PDF )
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Culvert Hydraulic Behavior ( PDF )
24
Flumes & Channel Transitions ( PDF )
25
Design Example for a Channel Transition ( PDF )
26
Energy Dissipation Structures ( PDF )
27
Protective Structures ( PDF )
28
Safety Considerations
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DIN 19537 Prefabricated high density polyethylene (PE-HD) manholes for use in sewerage systems; dimensions and technical delivery conditions is urgently needed.
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1)Canal
2)Cross drainage works
3)Dams
4)Diversion work
5)Gravity Dam
6)Design Example
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The Lectures are about Control Structres(Regulators and Barrrages)
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Size: 4.2 MB | Format:PDF | Publisher: North American Steel Framing Alliance | Year: 2000 | pages: 104
These details were developed by the Light Gauge Steel Engineers Association (LGSEA) for the North American Steel Framing Alliance (NASFA). They are intended to provide designers and contractors with guidance on design, detailing, and construction of low-rise residential buildings that utilize cold-formed steel framing members. Details contained in this document were selected based on their cost effectiveness at the time of this publication. Efforts have been made to present accurate, reliable, and useful information. The connections between members are shown as screw connections; other types of connections such as welds, bolts, powder-actuated fasteners, clinches, or pneumatically driven fasteners are acceptable. Although it is common for cold-formed steel framing members to have web “punchouts” for passing bracing or utilities, punchouts are shown in some details only. Punchouts are acceptable and vary in size, configuration, and spacing depending on the manufacturer and/or design.
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This International Standard describes the nature of dimensional variability in building and the purposes for which it has to be quantified, and defines the factors to be taken into account in the evaluation, specification and verification of tolerances for the manufacture of building components and for site work. It applies to components and buildings generally, including those designed in accordance with the principles of modular co-ordination.
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BS 6954-2: 1988 Tolerances for building — Part 2: Recommendations for statistical basis for predicting fit between components having a normal distribution of sizes
This International Standard describes the fundamental characteristics of dimensional variability in building and of the particular case of combination of random unrelated variables; it sets out the need to relate dimensional variability to the limits imposed on joint widths by the need for satisfactory functioning.
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This part of ISO 3443 provides a basis for relating joint clearances and target sizes and for the prediction of fit within the context of dimensional coordination, including modular coordination.
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A journal presents Loads ,failur and structural design aspects of silos
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Deep Foundation Institute (DFI) Journal - August 2010
Size: 7 MB | Format:PDF
5 papers on deep foundation
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