... details for flat roofs 32
Figure 18 — Key for inset storey 32
Figure 19 — Key for monopitch roofs 33
Figure 20 — Key for duopitch roofs 34
Figure 21 — Key for hipped roofs 37
Figure 22 — Key for ... the shelter afforded by the
average level of the height H
o
of the roof tops of the
buildings, or of the height of other permanent
obstructions, upwind of the site and...
... units
BS 6399 : Loading for buildings
BS 6399 : Part 2 : 1995 Code of practice for wind loads
BS 6399 : Part 3 : 1988 Code of practice for imposed roof loads
Other references
[1] T. Ji and B. R Ellis. ... Reductions for intermediate areas may be calculated by
linear interpolation.
7 Imposed roof loads
For imposed roof loads refer to Part 3 of this
stand...
... Specification for SI units and recommendations for the use of their multiples and of certain other
units
1)
.
BS 6399, Loading for buildings.
BS 6399-1 ,Code of practice for dead and imposed loads.
BS ... account to be taken of the variation
of snow in the United Kingdom and the effect of redistribution of snow on roofs
due to wind. Use of the uniformly distrib...
... workmanship: cold
formed sections and sheeting.
BS 6399-1, Loading for buildings Ð Code of practice
for dead and imposed loads.
BS 6399-2, Loading for buildings Ð Code of practice
for wind loads.
BS ... properties of fasteners Ð
Bolts, screws and studs.
CP3 Code of basic data for the design of buildings:
Chapter V: Part 2: Wind loads.
1.4 Terms and...
... use of steelwork in building — Part 5: Code of practice for design of cold formed thin
gauge sections.
BS 5950-6, Structural use of steelwork in building — Part 6: Code of practice for design of ... 3.1: Code of practice for design of simple and continuous composite beams.
BS 5950-4, Structural use of steelwork in building — Part 4: Code of pra...
... 3.5 of BS 8110-1:1985 or Tables 5.1 and 5.2 of BS 8110 -2:1 985.
Figure 4 — Typical profiles
BRITISH STANDARD
BS 5950-4:
1994
Structural use of
steelwork in building —
Part 4: Code of practice for ... load
D
p
Overall depth of profiled steel sheets
D
s
Overall depth of composite slab
d
s
Effective depth of slab to centroid of
profiled steel sheets
E Modulus of elas...
... state
D
p
Overall depth of the profile
D
w
Sloping distance between the intersection points of a web and flanges (see figure 4)
d Diameter of a fastener
d
p
Diameter of a perforation
d
w
Diameter of a washer
E ... : Part 6 : 1995 Issue 2, January 1999 Section 3
Section 3. Properties of materials and section properties
3.1 Range of thicknesses
The provisions of this Part o...
... 3.1: Code of practice for design of simple and continuous composite
beams;
— Section 3.2
1)
: Code of practice for design of composite columns and frames;
— Part 4: Code of practice for design of ... Specification for materials and workmanship: cold formed sections;
— Part 8: Code of practice for fire resistant design;
— Part 9
1)
: Code of...
... 3.1 Code of practice for
design of simple and continuous composite beams;
— Part 4: Code of practice for design of composite slabs with profiled steel
sheeting;
— Part 5: Code of practice for ... design of cold formed sections;
— Part 6
1)
: Code of practice for design of light gauge profiled sheeting;
— Part 7: Specification for materials a...
... edition
2005-06-15
Information technology — Security
techniques — Code of practice for
information security management
Technologies de l'information — Techniques de sécurité — Code de
pratique ... guidelines
This code of practice may be regarded as a starting point for developing organization specific
guidelines. Not all of the controls and guidance in this cod...