New PDF release: BRITISH STANDARD 6349-2: 1988, Code of practice for maritime

By British Standard

Show description

Read Online or Download BRITISH STANDARD 6349-2: 1988, Code of practice for maritime structures, Part 2: Design of quay walls, jetties and dolphins PDF

Similar design books

Download PDF by Dean Herald, Danny Kildare: 21st Century Residential Landscape Design

This superbly illustrated booklet takes the reader on a trip via a couple of remarkable gardens which have been landscaped via certainly one of Australia's best panorama designers, Dean bring in of 'Rolling Stone Landscapes'.

21st Century Residential panorama layout showcases over 20 designs produced via Dean, who has accomplished the head of the panorama layout in successful a gold medal on the prestigious Royal Horticultural Society Chelsea Flower exhibit in London and Australian Landscaper of the 12 months. the trendy residential panorama has replaced so dramatically over the past two decades with the indoor-outdoor thought changing into a dwelling house of the relatives domestic. combined with enjoyable parts for alfresco cooking/dining and the further pleasure of a swimming pool layout, you may have a calming surroundings and a personal retreat on your personal backyard—this is twenty first Century Residential panorama layout.

The dating among backyard and water has continually been an excellent mix as a result of the tranquillity and delight it gives you via sight, sound and use.

Dean usher in has completed the head of the panorama layout in successful a gold medal on the prestigious Royal Horticultural Society Chelsea Flower convey in London through the Queen

Between 2003 and 2011 Dean bring in and his hugely expert workforce have outfitted seven exhibit gardens and been offered a gold medal on each one party, including 3 layout excellence awards on the Melbourne foreign Flower and backyard exhibit. additionally Australian Landscaper of the 12 months.

Read e-book online Transient-Induced Latchup in CMOS Integrated Circuits PDF

The publication all semiconductor machine engineers needs to learn to realize a realistic think for latchup-induced failure to supply lower-cost and higher-density chips. Transient-Induced Latchup in CMOS built-in Circuits  equips the working towards engineer with all of the instruments had to tackle this time-honored challenge whereas changing into more adept at IC structure.

Download PDF by Maitra: Handbook: Hbk Gear Design 2nd Ed.

This re-creation presents broad details to designers on quite a few features of gears and gearing platforms. Very accomplished in its assurance, the guide comprises sufficient tables, illustrative examples and diagrams to let designers arrive at fast suggestions for his or her difficulties. The instruction manual is predicated on ISO necessities and is a distinct mixture of useful in addition to the theoretical elements of substances designs.

Extra resources for BRITISH STANDARD 6349-2: 1988, Code of practice for maritime structures, Part 2: Design of quay walls, jetties and dolphins

Example text

36 Adequate reinforcement should be provided to resist shrinkage and thermal stresses in the beam resulting from the restraint imposed by the sheet wall and the soil. The capping should also be provided with lateral reinforcement above the sheet piles, where troughed steel piles are used and where vertical loads are to be resisted: the transfer of vertical loads to the sheet piles should be checked. Links should be provided to each part of the capping section: this may require passing bars through holes in the piles or welding them to the piles.

The reduction of tension in the top tie rod due to the introduction of the lower tie rod is equal to the reaction of the simple span mentioned above with a single point load equal to the tension in the lower tie rod. Allowance should be made for the increased tension in both tie rods if they are inclined. Once T1 and T2 are determined, the depth of penetration can be revised by statics; however, it is wise to keep in mind that the above methods are only approximate. It is recommended that any reduction factor be omitted if a wall has two or more tiers of tie rods, and that the tie rod loads calculated be increased by 15 %.

A-frames are often used instead of deadman anchorages where the width of ground behind the wall is limited, where poor ground exists or where the existing ground level is low. They have the advantage over cantilever anchorages in that the loads are resisted by axial forces in the piles rather than in bending, and only very small forward movement of the anchor is experienced. The piles should, if possible, be positioned behind the active soil wedge to allow frictional resistance to be developed along the full length of the pile and to avoid loading the piles by the active soil wedge.

Download PDF sample

BRITISH STANDARD 6349-2: 1988, Code of practice for maritime structures, Part 2: Design of quay walls, jetties and dolphins by British Standard


by Jeff
4.2

Rated 4.13 of 5 – based on 32 votes
This entry was posted in Design.