Design of Steel Structures Part 10 pptx
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...
DESIGN OF MASONRY STRUCTURES Part 2 pptx
... instructions of
the manufacturer since excessive amounts of pigment will reduce the
compressive strength of mortar and interface bond strength. The
quantity of pigment should not be more than 10% of the ... restrained deformation of the mortar in the bed joints
of the masonry.
2. The apparent crushing strength of the unit in a standard test is not a
direct measure of the st...
DESIGN OF MASONRY STRUCTURES Part 10 pps
... -10 C to +40°C Overall contraction
of wall
30 10 10
-6
×24 10
3
=7.2mm
Overall expansion of wall
40 10 10
-6
×24 10
3
=12.8mm
The maximum movement at the top of the wall due to the sum of ... infill and steel
␥
mm
partial safety factor for compressive strength of masonry
␥
ms
partial safety factor for strength of steel
␥
mv
partial safety factor for shear strength o...
Design of Steel Structures Part 2 doc
... provisions in clause 4, in particular, Table 4.1 and 4.2.3
of ENV 1993-1-1:1992.
b) 7.3(3)
There is no limit to the deflection of purlins, provided the provisions in 4.2.3 of ENV 1993-1-1:1992 are ... 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
The designs for deflec...
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