Brick and Window Restraint Systems

Brick and Window Restraint Systems

These details are to be used for conditions where a double span gives an advantage over single span i.e. deflection governing.

  • Typical Application

    Typical applications are wall and brickwork restraints, window cill or header rails where deflection due to horizontal wind is to be limited to a specific deflection ratio: e.g. brickwork restraint commonly limited to a ratio of span/300 as shown in the load tables.

    If a deflection limit greater than span/300 is required, then calculate the capacity for this by multiplying the capacity given in the table by 300/the required limit e.g. required capacity for span/500 = 300/500 x table capacity for span

    It is not permissible to use this method to calculate capacities for deflection limits less than span/300.

    For brickwork restraints, it is assumed that the wall will support the C-section on the weak axis.

    Sliding Anchor Support to Top of Wall.

    Dimension ‘X’ in sliding anchor fixing plate to suit standard 18mm diameter holes in Metsec rail

    Sliding Anchor

    Slotted ties to suit brick coursing.

    Wall Construction After Rail Erection

    For cases where the wall will not be built until after the rail erection, or where the wall is not to be built up so that it supports both the inner and outer flanges of the C-section on the Y axis, Metsec side rail support and diagonal tie systems are required.

    Window Cill Support Rails

    For window cill support rails where the weight of the window is to be supported by the rail, see the side rail support system for this condition.

  • Double Span Layout and Detailing

    This arrangement can be used where stringent deflection limits are applied. i.e. glazing supports, brickwork restraints etc.

    Maximum Span

    The maximum double span section length is 15m, therefore the maximum column centres are 7.5m.

    Typical Double Span Arrangement for Odd and Even Number Bays

    Brick and Window Restraint Double Span Layout


    Brick and Window Restraint Detailing

    C-section Double Span System (mm)

    A B C D E F G H
    142 43.0 56 240 147 45.5 614 50
    172 43.0 86 290 177 45.5 714 50
    202 43.0 116 350 207 45.5 834 50
    232 43.0 146 410 238 46.0 954 50
    262 43.0 176 460 268 46.0 1054 50
    302 53.5 195 610 308 56.5 1354 60
    342 53.5 235 760 349 57.0 1654 60

    C-section Sleeves

    The C-section sleeve range includes one thickness per height of profile, as shown on the table below.

    Ref No Thickness mm Weight kg
    CS 142 2.0 2.64
    CS 172 2.5 4.35
    CS 202 2.7 6.00
    CS 232 2.5 6.94
    CS 262 2.9 9.55
    CS 302 2.9 15.26
    CS 342 3.0 20.81

    Unless otherwise stated, all required holes are 18mm diameter for M16 bolts and are normally pierced in pairs on standard gauge lines. For ‘General detailing’ notes see General Detailing Information.