...P J CARROLL © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS RATIOS DEAD LIVE LOADS VARIATIONS REDUCTION BEARING STRUCTURES MATERIALS CRACKING DEFLECTION CARROLL OTNHFEACTOOSRAFFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 491...

... LOADS PROBABILITY LOADING DESIGN OVERHEAD TRANSMISSION LINES CONDUCTORS LEVELS ECONOMICS EFFICIENCY DEFLECTION CURVES LIVE DEAD BEARING PRESSURE EFFECT STATIC SIZE STRENGTH METALS REINFORCED CONCRETE PUGSLEY ON CONCEPTS OF SAFETY IN STRUCTURALENGINEERINQ 31 38. A. M...

...A M HAMILTON; E B COCKS NATIONAL PHYSICAL LABORATORY CALLENDER CABLE & CONSTRUCTION HANGARS DESIGN WIND PRESSURE PORTAL FRAMES STANDARDISATION ANALYSIS RIBS ENDS MODELS CONDITIONS CAPACITY FORCES SHEAR LOADS DEAD DOORS FRONTAGES EFFECT SHEDS ROOFS...

...SIR A GIBB; A J S PIPPARD; N DAVEY; C E INGLIS; L CHITTY; R V SOUTHWELL; C S CHETTOE; J S WILSON; H C ADAMS; BRS MECHANICS VOUSSOIRS ARCHES BRIDGES ROADS TESTS SPANS LOADS HINGES THEORY PROBLEMS MORTAR FORMULAE PINS TENSION RESISTANCE ABUTMENTS INTRADOS DEAD METHODS DESIGN...

... SPANS TRUSSES WEBS STRAIN GAUGES MEMBERS LIVE DEAD DEFLECTION CAMBER CHORDS NO LOAD FLANGES REDUCTION EFFECT FRAMES NON REDUNDANT REDUNDANT HANGERS WELDED JOINTS FLOORS SYSTEMS MODELS CALIBRATION PRESTRESSED NERBUDDA NERBUDDA BRIDGE BROACH INDIA ASIA NICHOLS...

..., therefore, be so proportioned that all parts of it are incompression under the combined action of the dead load due to filling and thelive load which it is called upon to carry. In the case of a long span the dead load is so great that the live load may safely be neglected, but in smaller bridges the latter...