DESIGN OF MASONRY STRUCTURES Part 10 pps
DESIGN OF MASONRY STRUCTURES Part 4 ppsx
... determination of the value of the characteristic compressive strength of the masonry (f k ) and the thickness of the unit required to support the design loads. Once f k is calculated, suitable types of masonry/ mortar combinations ... value of the characteristic compressive strength of the masonry f k . Typically the equation takes the form (5.11) Generally the calcu...
Ngày tải lên: 08/08/2014, 13:21
DESIGN OF MASONRY STRUCTURES Part 8 pps
... strength. 11.2 METHODS OF PRESTRESSING The techniques and the methods of prestressing of masonry are similar to those for concrete. Fig. 11.2 Shear strengths of different types of brickwork beams of similar ... moment of resistance of the beam. Solution We have ©2004 Taylor & Francis support only its own weight. The design loads and design assumptions are giv...
Ngày tải lên: 08/08/2014, 13:21
Inspection Evaluation And Repair Of Steel structures Part 10 ppsx
... src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAvkAAATaCAIAAABHNu6NAAAACXBIWXMAABYlAAAWJQFJUiTwAAAgAElEQVR42u3dfaxkZWH48ec012DcKiJeJHW1u8US3PCyTdEaVjszBWkatFBeQsXGxKZYW42mtk0a+8ecwaSNSWsjJtqmSf/AIhQDRMoWtl32ngEuSiqlhS19C+xCl/ByacSVNWzYZn5/PN3nd5y5e3fuvXPnzjzz+fxBLrP3ZebcuXO+85znPKfo9XqBjXHaaae9/PLLY/txF 1100 eLios0OAHVzNsHGefnllw8cODC2H7dlyxbbHAD6FMZ1NsixY8de97rX2bwAsLl+zCbYIIcOHXrzm99sOw...
Ngày tải lên: 05/08/2014, 11:20
DESIGN OF MASONRY STRUCTURES Part 6 doc
... capable of carrying a triangular load of masonry in which the span of the beam represented the base of an equilateral triangle. The method allowed for a proportion of the self- weight of the masonry ... terms of design loads and are to be compared with the design strengths of the material in compression and shear. The design of the beam would be carried out in acco...
Ngày tải lên: 08/08/2014, 13:21
DESIGN OF MASONRY STRUCTURES Part 7 docx
... precludes brittle failure of the beam. 10. 2.4 Design aid Equations (10. 1), (10. 4) and (10. 5) can be represented graphically, as shown in Figs 10. 6 and 10. 7 for particular values of f k , ␥ mm and ... reinforcement of masonry sections is limited. ©2004 Taylor & Francis 10 Reinforced masonry 10. 1 INTRODUCTION Possible methods of construction in reinforced maso...
Ngày tải lên: 08/08/2014, 13:21