...LJ MORRIS; JA PACKER © Thomas Telford and ICE 1984 MANCHESTER UNIVERSITY TORONTO UNIVERSITY BEHAVIOUR DESIGN STEEL HAUNCHED PORTAL FRAMED KNEES FRAMES HAUNCHES EXPERIMENTS EAVES REGIONS TESTS FAILURES SIMULATION TESTING PERFORMANCE CONSTRUCTION RESEARCH ENDS...

...MR HORNE; H SHAKIR KHALIL; S AKHTAR © Thomas Telford and ICE 1979 MANCHESTER UNIVERSITY LAHORE UNIVERSITY TESTS TAPERED TAPERS HAUNCHES HAUNCHED BEAMS TENSION FLANGES LOADS PLASTIC DEFORMATION MOMENTS RESISTANCE SLENDERNESS LIMITING MEASUREMENT RESIDUAL STRESS...

...MR HORNE; H SHAKIR KHALIL; S AKHTAR © Thomas Telford and ICE 1979 MANCHESTER UNIVERSITY LAHORE UNIVERSITY STABILITY TAPERED TAPERS BEAMS HAUNCHES HAUNCHED TREATMENT ELASTIC BEHAVIOUR I BEAMS RESTRAINED AXIS TENSION FLANGES BUCKLING FORMULAE ESTIMATES LOADS MEMBERS...

...RP JOHNSON © Thomas Telford and ICE 1972 WARWICK UNIVERSITY 7385 Design of composite beams with deep haunches An ultimate-strength design method for the reinforcemoefndt eep concrete haunches for composite beams is deduced from existing knowledge of the behaviour of unhaunched composite...

...R TAYLOR; DR PLUM; AG PAPASOZOMENOS © Thomas Telford and ICE 1970 MACHESTER UNIVERSITY INVESTIGATIONS HAUNCHES TESTS STUDS CONNECTORS USE COMPOSITE BEAMS CAPACITY DEEP CONSTRUCTION PUSH OFF SHEAR 7318 Investigation on the use of deep haunches in composite construction...

...C M JOHNSTON; J J GANDY CONSTRUCTION ROADS COUNTRIES DEVELOPING HIGHWAYS BITUMINOUS STABILISATION SAND BITUMEN PAVEMENTS TECHNIQUES METHODS SURFACES DRESSING MIX DESIGN TRIALS HAUNCHING HAUNCHES SUBGRADE MIXING LAYING COMPACTION FAILURES PLANT EARTHMOVING...

... in good condition and in speeding construction. This matter was, in fact, under consideration by the Road Research Laboratory and variations in transverse thicknesses might become a feature of future Motorway construction. Marginal haunches 471. It was mentioned in 0 322 that the construction...

... that the voids area was small in relation to the total CrOSS-SectiOnalarea atthe pier. How had the areaunder the haunches been excavated? This area was screened from the grabs and any tilting of the pier would tend to screen even more the ground under the higher part of the cutting edge. Mention Was made...

...R G ROBERTSON © Thomas Telford and ICE 1961 CAPE TOWN UNIVERSITY THREE SPAN HAUNCHED SPANS CONTINUOUS BEAMS PRESTRESSED CONCRETE METHODS CALCULATIONS RATIOS DEPTH SIZE LIVE UNIFORM LOADS MOVING I SECTIONS SECTIONS DESIGN ARTICULATED PROPORTIONS MOMENTS ECONOMICS...

...W K LAING; B H BROADBENT; J M FISHER © Thomas Telford and ICE 1960 JOHN LAING CONSTRUCTION MOTORWAYS M1 LAND REQUISITION ROADS HIGHWAYS ANCILLARY SERVICES DIVERSION TENDERING CONTRACTS PROJECTS MANAGEMENT ORGANISATION EARTHWORKS SUBBASE MARGINAL HAUNCHES DRY LEAN...

...R G ROBERTSON © Thomas Telford and ICE 1960 CAPE TOWN UNIVERSITY TWO SPAN HAUNCHED CONTINUOUS BEAMS PRESTRESSED CONCRETE PRESTRAINED SECONDARY MOMENTS EQUATIONS PRESTRAIN HAUNCHES SPANS LOADING STRESS LOADS USE SECTIONS CABLES PROFILES ULTIMATE RANGE Paper...

...R G ROBERTSON © Thomas Telford and ICE 1960 CAPE TOWN UNIVERSITY ARTICULATED CONTINUOUS BEAMS METHODS SPANS PROPORTIONS DEPTH HAUNCHES SIZE ECONOMICS SIMPLE DESIGN CHARTS PRESTRESSED REINFORCED CONCRETE CONSTRUCTION INFINITE CANTILEVER RATIOS Paper No. 6393...

...R G ROBERTSON © Thomas Telford and ICE 1959 CAPE TOWN UNIVERSITY THREE SPAN ARTICULATED BEAMS METHODS CALCULATIONS PROPORTIONS SPANS DEPTH HAUNCHES SIZE SUSPENDED SECTIONS DESIGN CHARTS PRESTRESSED CONCRETE REINFORCED UNIFORM CONTINUOUS RATIOS SUPPORTS Paper...