...,butthe Author is of the opinion that thiseffect, if it exists at all, is, in theexperiments described, so slightas not to be important. His reasons for this conclusion include the following :- (i)The bond stress was very low. It has been shown that the stress in the compression rods in beam No. 6...

... RESISTANCE BONDS TENSION BEAMS BENDING MOMENTS WATERTIGHTNESS WATERTIGHT WATERPROOFING PERMEABILITY OIL PROTECTION COATINGS LABORATORIES PERCOLATION SLABS SHIPBUILDING PERCOLATION VESSELS WAR ISLECTIONS. 225 11 Janmry, 1921. J O H N ALEXANDER BRODIE, President, in the Chair...

...E W HOLLINGWORTH © Thomas Telford and ICE 1909 COMMITTEE ON REINFORCED CONCRETE EXPERIMENTAL DATA PROPERTIES MATERIALS REINFORCED CONCRETE STRENGTH ELASTICITY COMPRESSION DEFORMATION ULTIMATE CEMENT TENSION SHEAR ADHESION STEEL MODULUS CHANGE VOLUME BONDS Papers...

...E A W PHILLIPS © Thomas Telford and ICE 1908 BONDS BRICKWORK BRICKS ENGLISH TRIALS STRENGTH MORTAR BONDING WALLS 330 PHILLIPS ON BOND I N BRICKWORK. [Selected (Paper No. 3652.) Bond in Brickwork. By ERNESATLFREDWILLIAMPHILLIPASs,soc.M. Inst. C.E. ITis with diffidence...

...B ALBANO © Thomas Telford and ICE 1847 WALLS DECAY TIMBER WOOD BONDS THEATRES SAFETY BUILDINGS COVENT GARDEN LONDON UK BOND TIMBERS IN WALLS. 256 NO.772 DecayedBondTimbers inthe Walls of Covent Garden Theatre. Although the adoption of hoop-iron- instead of timber...