Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Date
Availability
1-8 of 8
Keywords: LIVE
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1934) 238 (1934): 256–309.
Published: 01 January 1934
... to the calculated steel weight for over-run. Live Load.-All live loads to be arranged to produce maximum stresses. F o o t m y deck.-l00 Ibs. per square foot. Roadway deck.-Troughing, transverse joists and stringers to be designed for a motor lorry with a wheel base 12 feet by6 feet, overall dimensions 24 feetby 8...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1934) 238 (1934): 310–401.
Published: 01 January 1934
... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1931) 232 (1931): 183–219.
Published: 01 January 1931
... space, together with 50 lbs. per square foot on each footway (Pig. 13). Provision has also been made for a distributed live load of 100 lbs. per square foot on cross girders, longitudinal stringers, and footway cantilevers ; and for a concentratedload on cross girders and longitudinal stringers...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1930) 230 (1930): 234–258.
Published: 01 January 1930
... allowance for impact wcrc 10 tons per square inch, and the bearing-stresses for the rivets connecting the angles to thewebs reached a maximumof 30 tons per square inch. Live-load stresses in main booms and web members were measured under a special test-train with the Fereday-Palmer stress-recorders...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 218 (1924): 225–272.
Published: 01 January 1924
...C E INGLIS © Thomas Telford and ICE 1924 THEORY TRANSVERSE OSCILLATIONS GIRDERS LIVE LOADS IMPACT ALLOWANCE BEHAVIOUR DYNAMICS APPLIED MATHEMATICS UNIFORM MASS SECTIONS DISTRIBUTION BEAMS RAILWAYS BRIDGES SINGLE TRACK FORCES EFFECT INERTIA SPEED PULSATING...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 208–238.
Published: 01 January 1924
... SADDLES TOWERS FLOORS REMOVAL TESTS DEAD LOADS LIVE MATERIALS ELASTIC LIMITS INSTRUMENTATION MENAI BRIDGE WALES ANGLESEY UK 208 TUDSBERY AND GIBES ON AN EXAMINATION OF [Minutes of Associate Members. REGINALDTHOMABSOLTER,B GUY MALCOLPJIRESCOTT. (EngLond ERNEST ALFRED REX...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 206 (1918): 255–268.
Published: 01 January 1918
... a bearing on a centre pin, making a threehinged arch for the dead loads of the steel work without the floor; upper chord sections were:then inserted undaecrondition of no stress, thus making the arch two-hinged forallsubsequent loads, which included the dead load of the floor construction and all live loads...
Journal Articles
A C CARR, G DEUCHARS, E GRASSET, G W KITTREDGE, SIR B LESLIE, A C MACKENZIE, W E PINCOMBE, D H REMFRY, A F ROBINSON, H S SALES, F E TURNEAURE, E VOGT, A T WALMISLEY, W F DOD
Minutes of the Proceedings of the Institution of Civil Engineers (1915) 200 (1915): 243–286.
Published: 01 January 1915
... WEAR RULES AXLES EXTENSOMETERS DEFLECTOMETERS INSTRUMENTATION FORMULAE DEFLECTION BEAMS SPANS ALLOWANCE MOMENTUM DYNAMICS EFFECT MOVING STRESS STEEL BRIDGEWORKS LIVE DEAD LOCOMOTIVES WORKING CALCULATIONS SECONDARY WEIGHT DRIVING ENGINES TESTS FORCES RIVETS INCLINATION...
