Chapter 4General Methodology for Selection

NBC 2016 (SP 7:2016) Volume 1

2016 · PDF page 1154

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4.1 Selection

4.1.1 Right from the initial project evaluation stage, a suitable methodology that incorporates the implications of use of glass materials and their influence on performance of the building shall have to be looked into. A typical flowchart outlining such a methodology is provided for the users of this Section (see Fig. 1).

It is assumed that,

a) the location of area to be glazed and its preliminary size/shape have been decided as part of normal building design process.

b) the designer has gained information on glass/ and plastic glazing sheet materials used in similar circumstances.

c) the designer is cognizant of implications of any innovation in design.

4.1.2 Design requirement including aesthetic considerations and client specified requirements such as security and maintenance to be considered.

4.1.3 Effect of design on cost such as initial cost of glazing (specification of glass/plastic sheeting material; glazing method; access for initial glazing; work schedule; protection during construction); effect of glass/plastic sheeting material on capital/running cost related to building heating/cooling, lighting and ventilation; and maintenance cost of glazed areas (access for cleaning and reglazing) should be considered.

FIG. 1 TYPICAL SEQUENCE OF DESIGN EVALUATION FOR GLAZED AREAS

PART 6 STRUCTURAL DESIGN — SECTION 8 GLASS AND GLAZING

4.1.4 Selection of appropriate glass may be done considering the cost benefit analysis in respect of the benefit accrued against the alternatives available. Also, the comparative cost of glazing materials should be considered together with their life expectancy and probability of need for maintenance. In the context of selection of glass, the provisions given in the Part 11 'Approach to Sustainability' of the Code may also be considered in addition to the cost benefit analysis on the use of glass vis-a-vis use of other alternatives. To suitably modify to indicate that the selection of appropriate glass may be made considering the cost benefit analysis in respect of the benefit accrued against the alternatives available.

4.2Types of Glass

4.2.1 The soda lime silicate glass is classified based on the type of internal stress which determines the strength of the glazing towards breakage, design and installation procedure and based on application. Table 1 gives the typical properties of various types of glass.

4.2.2 Normal (Annealed) Glass

For requirements including tests on nominal thickness of annealed (flat) glass {see Table 1 of accepted standard [6-8(3)]}. Flat transparent sheet glass shall conform to the following classes as specified in accepted standard [6-8(3)] namely; A quality or Selected Quality (SQ), B quality or Ordinary Quality (OQ) and C quality or Greenhouse Quality (GQ). Transparent float glass shall be as per accepted standard [6-8(4)].

A transparent flat glass is designated as clear glass when it is not tinted and when its light transmittance after any necessary pre-treatment is greater than the value prescribed in Table 2 for the nominal thickness.

4.2.3 Laminated Glass

4.2.3.1 Laminated glass is a glass configuration made of two or more pieces of glass bonded together by interlayer/interlayers. It is commonly used as a form of safety glass which cracks and breaks under sufficient impact, the broken glass fragments being still held together. When laminated glass is broken, fragments tend to adhere to the interlayer. For requirements of laminated safety glass, accepted standard [6-8(5)] may be referred.

4.2.3.2 Laminated glass does not shatter like ordinary glass. It absorbs impact, resists penetration, and remains intact even if broken, holding glass fragments in place and lowering the risk of injury. Laminated glass is capable to stop flying debris and limit or avoid splintering on opposite side of the impact. When exposed to heat from solar radiation resulting in unequal temperature in the pane, laminated glass breaks but stays in place longer. The risk of thermal breakage is reduced only when heat strengthened/tempered laminated glass is used.

Sl No.	Properties	Annealed Glass	Float Glass	Annealed Laminated Glass	Tempered or Toughened Glass
(1)	(2)	(3)	(4)	(5)	(6)
i)	Modulus of rupture	$40 \text{ N/mm}^2$	$40 \text{ N/mm}^2$	$40 \text{ N/mm}^2$	120 to 200 $\text{N/mm}^2$
ii)	Thickness	As per accepted standard [6-8(3)]	As per accepted standard [6-8(4)]	6.38 - 19 mm	3 - 19 mm
iii)	Density (approximate)	←———2 400 – 2 550 $\text{kg/m}^3$ ———→
iv)	Modulus of elasticity	←———70 GPa ———→
v)	Coefficient of linear expansion	←——— $9 \times 10^{-6} \text{ m/m K}$ ———→
vi)	Compressive strength	←———1 000 $\text{N/mm}^2$ ———→
NOTE — Conventionally, the following types of glass exist:
	a) Annealed (clear) glass.
	b) Extra clear glass.
	c) Body tinted glass.
	d) Coated glass (including Lacquered glass).
	1) Online coated glass.
	2) Offline coated glass.
	e) Processed glass — Each of the glasses (a) to (e) above can be subjected to further processing to produce the following types:
	1) Heat strengthened,
	2) Toughened or tempered,
	3) Double glazed unit,
	4) Laminated glass (Single laminated),
	5) Laminated double glass unit,
	6) Ceramic/screen printed fritted glass (patterned glass), and
	7) Fire safety glass.

4.2.3.3 Laminated glass can be made from the following typical combinations:

a) Glass which is float/sheet/patterned/polished wired/wired patterned glass, and may be having the following properties:

clear, tinted or coated;
transparent, translucent or opaque;
annealed, heat strengthened or toughened; and
surface treated (such as acid etched or by sandblast).

b) Plastic glazing sheet material which can be polycarbonate or acrylic and may be having the following properties:

clear, tinted or coated; and
transparent or translucent.

Table 2 Minimum Light Transmittance Value (Designating a Transparent Glass as Clear Glass) (Clause 4.2.2)
Nominal Thickness, mm	2	3	4	5	6	8	10	12	15	19	25
Minimum Value of Light Transmittance, Percent	89	88	87	86	85	83	81	79	76	72	67

c) Interlayers which differ based on material type and composition; mechanical characteristics; and optical characteristics, and may be having the following properties:

Clear or coloured;
Transparent, translucent or opaque; and
Coated.

NOTE — Until standards on plastic glazing sheet materials and interlayers are formulated, they will be subject to the specifications of manufacturers of laminated glazing materials.

4.2.4 Toughened or Tempered Glass

4.2.4.1 Toughened glass is a type of safety glass which is heat treated to a uniform temperature of approximately $650^{\circ}$ C and rapidly cooled to induce compressive stresses of 75.5 MPa ( $770 \, kg/cm^{2}$ ) to 143.4 MPa ( $1462 \, kg/cm^{2}$ ) on the surfaces and edge compression of the order of 66.7 MPa ( ). For requirements of toughened safety glass, accepted standard [6-8(5)] may be referred.

4.2.5 Heat Strengthened Glass

Heat strengthened glass is a type of tempered glass which has been strengthened thermally by inducing a surface compression of about 44.3 MPa (422 kg/cm $^{2}$ ) to 64.5 MPa (658 kg/cm $^{2}$ ) as compared to a range of 75.5 MPa (770 kg/cm $^{2}$ ) to 143.4 MPa (1 462 kg/cm $^{2}$ ) in case of fully tempered glass. Heat strengthened glass is valued for its mechanical strength, which is twice that of normal annealed glass though half of toughened glass. With the exception of strength and thermal resistance characteristics, heat strengthened glass retains the normal properties of annealed glass. Heat

4.2.6 Reflective Glass

A metallic coating is applied to one side of the glass in order to significantly increase the amount of reflection by the glass of both the visible and infrared (light and heat) ranges of the electromagnetic spectrum. This metallic coating can be applied to clear or body tinted glass, without adversely affecting the transparency of the glass. The reflective glass imparts an enhanced appearance to the exterior of buildings due to the coating of metal oxides on the glass. It is widely applied as an aesthetic and energy efficient product in buildings for its highly reflective surface and wide palette of colours. It reduces heat gain and glare from the exterior and allows optimum visible light transmission to the interior. If designed/used properly, reflective glass can aid at reducing the air conditioning load of buildings

NOTE — Highly reflective glass should be avoided, especially in internal environments. The reflections from these surfaces can be particularly confusing for persons with vision impairment.

4.2.7 Insulating Glass Unit

Insulating glass unit, a prefabricated unit of glass having an edge seal that not only binds the individual sheets of glass together to maintain the mechanical strength of the joint but also protects the cavity between the glasses from outside influences. The moisture in the cavity between the two glasses is controlled by desiccants filled in the perforated spacer. The spacer may be aluminum, composites, plastics, etc. The spacer ensures the precise distance between the glass panes. The cavity is normally filled with dry air but can be also filled with gases such as argon or krypton for better thermal performance. The low heat conductivity of the enclosed dry gas between the glass panes drastically reduces the thermal heat transmission through the glass to $2.8 \, W/m^{2}K$ (12 mm spacer between two 6 mm glass) as compared to $5.73 \, W/m^{2}K$ for normal 6 mm glass. It also helps in reducing the direct solar energy specifically when the outer pane is a solar control glass. For sizes greater than , the thickness of the spacer

4.2.8 Wired Glass

The general requirements including thickness, dimensional tolerance and tests for wired glass as specified in accepted standard [6-8(6)] are valid.

4.2.9 Glass Fins

When glass fins are used as a decorative member, it can be either toughened (tempered) or laminated glass.

When glass fins are used as a structural member, it shall be toughened and laminated. The depth and thickness may vary as per elevation and wind load requirements. Design should also accommodate movements. It is recommended to use finite element analysis to determine the appropriate glass fin sizes.

4.3 Application

Glass can be designed/suited to use in building occupancies such as in residential, assembly and mercantile in elements such as façades, windows, doors, partitions, display units, shop fronts, greenhouses (where plants are grown), atrium. Different types of glass are selected based on requirements. For safety against accidental breakage and strength requirement (mechanical and thermal), toughened glass or laminated glass may be considered over annealed glass. For increased high security requirements, acoustic insulation, sloped glazing and skylights, laminated glass may be considered.

4.5General Requirements

4.5.1 Glazing and associated materials used for the proper installation shall satisfy the minimum dimensional and framing requirements in accordance with the procedures given in this Section. The dimensional and thickness tolerance of the glass used in exterior and interior is determined from the provisions given hereunder.

4.5.2 Dimensional Requirement

4.5.2.1 The dimensions for edge clearance, edge cover, and front and back clearance, as defined in Fig. 2, shall be not less than the values given in Table 4.

NOTE — For glazing systems where the framing member is aluminium or steel and gaskets are used to capture the glazing, minimum glazing bite of 12.7 mm is recommended for architectural glazing.

4.5.2.2 Front putty width

The front putty width shall be not less than $10\mathrm{mm}$ for panels up to $1\mathrm{m}^2$ , and not less than $12\mathrm{mm}$ for panels between $1\mathrm{m}^2$ and $2\mathrm{m}^2$ .

Table 3Typical Properties of Preformed Tapes (Clause 4.4.3)

Sl No.	Properties	Requirement
(1)	(2)	(3)
i)	Low temperature flex	No cracks at -23°C
ii)	Weight loss	2 percent, Max
iii)	Vehicle migration	1 paper stained maximum and this stain shall be no more than 3.2 mm from edge of sample maximum
iv)	Backing removal	No transfer of tape compound to the paper
v)	Yield strength	41.4 kPa, Min
vi)	Compression/Recovery	Compression index, 1.22 N/mm $^{2}$ , Max
vii)	Water absorption	Weight gain Max after boiling, 40 kg/m $^{3}$ , Max
viii)	Flow test	Loss of height, 60 percent, Max

4.5.2.3 Dimensions of rebates and grooves (width and depth)

Dimensions of rebates and grooves shall accommodate

FIG. 2 SIZES AND REBATES

the requirements of Table 4 and allow for the appropriate setting and location blocks (see also 6).

4.5.2.4 Glass dimensional tolerance

The tolerance for dimensions shall be as per those in the respective list of Indian Standards.

4.6Frame Requirements

4.6.1 When completely assembled and glazed, the secondary design action effects due to deflection of the frame member supporting the edge of the glass shall be allowed for.

4.6.2 Deflection Limits

The frame deflection limits under serviceability loading shall satisfy the conditions for four sided frames as given in 6.3.6.2(c).

NOTE — In framing members, where reinforcement/fixing brackets are required to meet the deflection/stress criteria, it may be of aluminium or steel. When steel is used, proper dielectric galvanic separation shall be used. The material chosen for reinforcement shall be in close proximity in the galvanic series, to ensure dielectric separation.

4.6.3 Panels Glazed into the Building Structure

A panel glazed directly into a building structure by means of appropriate beads or stops shall be considered to be framed, provided the assembly complies with the deflection requirements of 4.6.2.

PART 6 STRUCTURAL DESIGN — SECTION 8 GLASS AND GLAZING

Table 4 Minimum Dimensions for Glazing Material (Clause 4.5.2.1)

All dimensions in millimetres.

Sl No.	Nominal Thickness	Front and Back Clearance			Edge Clearance	Edge Cover	Rebate Depth
Sl No.	Nominal Thickness	Type A(See Note 1)(3)	Type B(See Note 2)(4)	Type C(See Note 3)(5)	Edge Clearance	Edge Cover	Rebate Depth
(1)	(2)	Type A(See Note 1)(3)	Type B(See Note 2)(4)	Type C(See Note 3)(5)	(6)	(7)	(8)
i)	3(for pane area up to $0.1 \, \text{m}^{2}$ )	2	—	—	2	4	6
ii)	3(for pane area > $0.1 \, \text{m}^{2}$ )	2	—	—	3	6	9
iii)	3	—	2	1	3	6	9
iv)	4	2	—	—	2	6	8
v)	4	—	2	1	3	6	9
vi)	5	2	2	2	4	6	10
vii)	6	2	2	2	4	6	10
viii)	8	—	3	2	5	8	13
ix)	10	—	3	2	5	8	13
x)	12	—	3	2	6	9	15
xi)	15	—	5	4	8	10	18
xii)	19	—	5	4	10	12	22
xiii)	25	—	5	4	10	15	15

NOTES

1 Type A applies to linseed oil and metal casement putties.

2 Type B applies to non-setting glazing compounds, plastic glazing compounds, two-part rubberizing compounds, sealants and preformed strip materials.

3 Type C applies to gaskets made from extruded materials such as butyl strip, PVC, neoprene and sanoprene held in position by pressure upon the glass.

4 For non-standard glass thicknesses the nearest values of nominal thickness, shall be used.

5 Timber and PVC frames may not require the specified front and back clearances provided the waterproofing performance requirements are met.

6 The dimensions are the minimum necessary for the structural integrity of glass only but do not apply to insulating glass units.

4.6.4 Mixed Framing

Glass supported along the top and bottom edges by one means and along the vertical edges by another means shall be considered to be framed provided each frame member of the assembly complies with the deflection requirements of 4.6.2.