...J J BOOTH © Thomas Telford and ICE 1933 DESIGN EARTHQUAKES RESISTING STRUCTURES DOMINION MUSEUM MUSEUMS RESISTANT BUILDINGS RESISTANCE SEISMIC ACTION ROOFS HALLS BRACING BOX GIRDERS CALCULATIONS BENDING MOMENTS COLUMNS FLOORS DOMINION MUSEUM WELLINGTON NEW...

... on :DBrr.owLonw. & the resultwas, as could be shown mathematically, that themaximum bending-moment was greater than that given by the calculations for simple bending between supports, and notless, as implied by the phrasequoted.ThecaIculation was very complicated ; andthe increase in the bending-moment due...

...H STRINGER © Thomas Telford and ICE 1923 PEKING MUKDEN RAILWAY REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING...

...D W SANFORD © Thomas Telford and ICE 1921 ~apers.1 SANFORD ON TURNING MOMENT IN LOCOMOTIVES. 359 (Paper N o . 4379.) " Factors affecting the Evenness of the Turning Moment in Locomotives." Hy DUDLEYWILLIAMSANFORDB,.A., ASSOCM. . INST.C.E. A N cventurningmomenthas alwaysbeen rccognized...

..., ( a ) Usingwirerope as reinforcement. ( h ) Using round steel bars as reinf0rcement.l (4)Tests of reinforced - concretebeamsunderalternating bending moment. Particulars of (1) and ( 2 ) are given in Table I1 (Appendix) and have already been summarized (see pp. 229, et seq.) The tests under (3) comprised tests...

...A L BELL; A W BRIGHTMORE; J C FERGUSSON; A MALLOCK; J MITCHELL; P M CROSTHWAITE; A R FULTON RETAINING WALLS EXPERIMENTS SAND DRY FORMULAE THEORY MOISTURE PRESSURE CLAYS FRICTION STRESS GRAVEL ANGLES REPOSE MEASUREMENT MOMENTS 328 CORRESPONDENCE ON PRESSURE OF PAN11 A N D...

...J S BERESFORD; S M DIXON; F SPRING; A S BUCKLE; W H THORPE; P M CROSTHWAITE; A R FULTON © Thomas Telford and ICE 1920 RETAINING WALLS EXPERIMENTS PRESSURE LATERAL SAND STABILITY FRICTION FORMULAE THEORY WEDGES OVERTURNING MOMENTS NILGIRI INDIA Proceedings...

... be keptbent by a centrally applied load a t each end, and, if Q be the centrallyapplied load ; I ,, ,, length of the column (pin-jointed at each end) ; E ,, Young s modulus of elasticity for the material ; I ,, moment of inertia of the cross section ; A ,, area of the cross section ; r ,, radius of gyration...

...C W ANDERSON © Thomas Telford and ICE 1915 INDIAN RAILWAY BOARD IMPACT COEFFICIENTS RAILWAYS GIRDERS BRIDGES GOVERNMENT RULES DESIGN INSPECTION MAXIMUM PERMISSIBLE STRESS LOADS STANDARD MOVING COLUMNS FORMULAE ROLLING ENGINES LOCOMOTIVES PRESSURE BENDING MOMENTS...

...F C LEA © Thomas Telford and ICE 1915 INFLUENCE DIAGRAMS ARCHES RIBS HINGES TWO HINGED EQUATIONS BEAMS CURVED SPANS BENDING MOMENTS SECTIONS PARABOLIC SHEAR MEMBERS BOOMS STRESS LOADS SEGMENTAL CONSTANT LATTICE LEA ON INFLUENCE DIAGRAMS FOR AN ARCH-RIB. 347 Papers...

... radius of action is 1,000 miles. The foregoing estimate has an intimate bearing on thepossibility of crossing the Atlantic by air, a subject which is at the moment prominentlbyefore t h e public. Thme inimumdistance to be traversed is in round figures 1,700 miles, and since it is impossible...

...F C LEA © Thomas Telford and ICE 1911 INFLUENCE DIAGRAMS GIRDERS WHEELS LOADS CONSTRUCTION SHEAR STRESS TRAVELLING LATTICE BRIDGES CONTINUOUS BENDING MOMENTS SHEARING FORCES EXTERNAL SPANS Papers.] LEA ON INFLUENCE-DIAGRAMS FOR GIRDERS. 277 (Paper No. 392 1...

...R ABT; J HARDING; W F PETTIGREW; J G ROBINSON; A SCHUCAN; R STIRLING; C WATSON; J WEBER; F W BACH © Thomas Telford and ICE 1910 ROLLING STOCK SMOOTH RAILS GRADIENTS MOUNTAINS RAILWAYS LOCOMOTIVES ENGINES BRAKING TRACTION HAULAGE GEARS TURNING MOMENTS Proceedings.] SMOOTH...

...W C POPPLEWELL EXPERIMENTS STRENGTH PROPERTIES REINFORCED CONCRETE BEAMS PORTLAND CEMENT TESTS STEEL MACHINERY CRUSHING DEFLECTION ELASTICITY AXIS STRESS LOADS NEUTRAL POSITIONS BENDING MOMENTS STRESS © Thomas Telford and ICE 1909 Papers.] FOPPLEWELL ON REINFORCED...

...J D W BALL © Thomas Telford and ICE 1909 DISTRIBUTION LOCOMOTIVES AXLES LOADS BRIDGES BENDING MOMENTS ENGINES SPANS RAILWAYS WEIGHT Selected BALL ON DISTRIBUTION OP LOCOMOTIVE AXLE-LOADS. 287 Papers.J SECT1. 1.-OTHER SELECTED PAPERS. (Paper No. 381F.) Distribution...

...P J ROBINSON FORMULAE STRENGTH REINFORCED CONCRETE BEAMS FLEXURE STRESS ELASTICITY RESISTANCE CALCULATIONS FAILURES REINFORCEMENT MOMENTS T BEAMS © Thomas Telford and ICE 1908 222 ROBINSON ON FORMULAS FOR STRENGTH OF [Selected Formulas for the Strength of Reinforced...

... WEIGHT MOMENTS INERTIA IRON BOLTS FRAMES ROLLING STOCK GAUGES LOADS RAILS HOPPERS BEARINGS SPRINGS BOGIES AXLES FLANGES COAL GIRDERS DOORS TRANSPORTATION ORES TRANSOMS COSTS BRAKES BRAKING BLOCKS GEARING HAND FRICTION WEIGHING COUPLINGS METALS 92 TWINBERROW...

...E H YOUNG © Thomas Telford and ICE 1904 BENDING MOMENTS GIRDERS MOVING LOADS FORMULAE EQUATIONS CALCULATIONS ANALYSIS STRUCTURES BEAMS Papers.] YOUNG-ON YAXIMUM BENDINQ-MONENT IN A GIRDER. 355 (Paper No. 3451.) Maximum Bending-Moment in a Girder under a Moving Group of Loads...

...J GRAHAM © Thomas Telford and ICE 1904 AXLES LOADS RAILWAYS BRIDGES STRESS CURVES REACTIONS MOMENTS WHEELS SPANS GIRDERS BENDING WEBS TRUSSES SHEAR Selected GRAHAM ON AXLE-LOADS ON RAILWAY BRIDGES. Papers.] 323 SECT1.1.-OTHER SELECTED PAPERS. (Paper No. 3442.) (Axle-Loads...

... be proved that the total work done in bending3 thebeam is U = -I l N 2 d 2,where I is the lengthof the beam and M the bending-moment at anypoint. The work done at any point is equal to the average moment of resistance atthatpointmultipliebdtyhaengltehrough Fig. 1. i..f A which it is exerted, or, referring...