Four designs for rebuilding Bristol Bridge: (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Bristol
printed by E. Ward, opposite the Post Office
1760
|
| Schlagworte: | |
| Online-Zugang: | UEI01 BSB01 LCO01 SBR01 UBA01 UBG01 UBM01 UBR01 UBT01 UER01 Volltext |
| Beschreibung: | English Short Title Catalog, T102798 Reproduction of original from British Library The final two leaves contain an advertisement for Bridges's services as an architect |
| Beschreibung: | Online-Ressource (59,[5]Seiten) 8° |
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| id | DE-604.BV049130744 |
| illustrated | Not Illustrated |
| index_date | 2024-07-03T22:34:49Z |
| indexdate | 2024-07-10T09:56:10Z |
| institution | BVB |
| language | English |
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| spelling | Bridges, James architect Verfasser aut Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect Bristol printed by E. Ward, opposite the Post Office 1760 Online-Ressource (59,[5]Seiten) 8° txt rdacontent c rdamedia cr rdacarrier English Short Title Catalog, T102798 Reproduction of original from British Library The final two leaves contain an advertisement for Bridges's services as an architect Online-Ausg Farmington Hills, Mich Cengage Gale 2009 Eighteenth Century Collections Online Electronic reproduction; Available via the World Wide Web |2009|||||||||| Bristol Bridge (Bristol, England) http://nl.sub.uni-goettingen.de/id/0642601200?origin=/collection/nlh-ecc Verlag Volltext |
| spellingShingle | Bridges, James architect Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_auth | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_exact_search | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_exact_search_txtP | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_full | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_fullStr | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_full_unstemmed | Four designs for rebuilding Bristol Bridge (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| title_short | Four designs for rebuilding Bristol Bridge |
| title_sort | four designs for rebuilding bristol bridge humbly inscrib d to the gentlemen appointed commissioners for building the same wherein are explained i a design of three semicircular arches on the old foundation ii a design of three eliptical arches also on the old foundation chiefly calculated to save expence c iii a design of five segment arches on a new foundation iv a design of an arch 130 feet cord and altitude 29 v the properties of the different quarry stones used in england and which are most fit for a work of this kind vi the result of a calculation made on the obstructed water occasioned by the great bulk of the old pillars and the advantage gained by rebuilding the bridge according to any one of these designs vii of models and their appendant machines necessary for building this bridge according to the 1st 2d and 3d design as also a short description of the method and size of the materials propos d to be used in the course of this work by james bridges architect |
| title_sub | (humbly inscrib'd to the Gentlemen appointed Commissioners for building the same) Wherein are Explained I. A Design of three Semicircular Arches on the Old Foundation. II. A Design of three Eliptical Arches (also) on the old Foundation, chiefly calculated to save Expence, &c. III. A Design of five Segment Arches on a new Foundation. IV. A Design of an Arch 130 Feet Cord, and Altitude 29. V. The Properties of the different Quarry Stones used in England, and which are most fit for a Work of this Kind. VI. The Result of a Calculation made on the obstructed Water, occasioned by the great Bulk of the old Pillars, and the Advantage gained by rebuilding the Bridge according to any one of these Designs. Vii. Of Models and their appendant Machines, necessary for building this Bridge, according to the 1st, 2d, and 3d Design. As also a short description of the method and size of the materials (propos'd) to be used in the Course of this Work. By James Bridges, Architect |
| url | http://nl.sub.uni-goettingen.de/id/0642601200?origin=/collection/nlh-ecc |
| work_keys_str_mv | AT bridgesjames fourdesignsforrebuildingbristolbridgehumblyinscribdtothegentlemenappointedcommissionersforbuildingthesamewhereinareexplainediadesignofthreesemicirculararchesontheoldfoundationiiadesignofthreeelipticalarchesalsoontheoldfoundationchieflycalculatedtosaveexpe |