Design of Steel Structures Part 3 ppsx
Inspection Evaluation And Repair Of Steel structures Part 10 ppsx
... src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAvkAAATaCAIAAABHNu6NAAAACXBIWXMAABYlAAAWJQFJUiTwAAAgAElEQVR42u3dfaxkZWH48ec012DcKiJeJHW1u8US3PCyTdEaVjszBWkatFBeQsXGxKZYW42mtk0a+8ecwaSNSWsjJtqmSf/AIhQDRMoWtl32ngEuSiqlhS19C+xCl/ByacSVNWzYZn5/PN3nd5y5e3fuvXPnzjzz+fxBLrP3ZebcuXO+85znPKfo9XqBjXHaaae9/PLLY/txF1100eLios0OAHVzNsHGefnllw8cODC2H7dlyxbbHAD6FMZ1NsixY8de97rX2bwAsLl+zCbYIIcOHXrzm99sOwCA...
Ngày tải lên: 05/08/2014, 11:20
Design of Steel Structures Part 2 doc
... provisions in clause 4, in particular, Table 4.1 and 4.2 .3 of ENV 19 93- 1-1:1992. b) 7 .3( 3) There is no limit to the deflection of purlins, provided the provisions in 4.2 .3 of ENV 19 93- 1-1:1992 are complied ... compression should be designed in accordance with the recommendations given in 6.4 of BS 5950-5:1998. 6.7 Chapter 7 Serviceability limit states a) 7 .3 Deflections...
Ngày tải lên: 10/08/2014, 11:22