Handrail Assembly and Steel Stairs
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Transcript Handrail Assembly and Steel Stairs
Handrail
Assembly
and Steel
Stairs
Handrail
Terminology
Guardrail
– top most rail on balcony
– higher than handrail
Vertical Rail
– members between balusters
– ensure safety
Handrail
– member that parallels angle of
stairs
– ensure safety
Horizontal Rail
– lower rail parallel to handrail
– ensure safety
Baluster
– member that holds up handrail and
vertical & horizontal railing
Handrail Terminology
Newel
(newel post)
– Large terminating
post at the bottom or
top of stairs or
landing
Half
newel is next to
the wall on the right
Handrail Terminology
Gooseneck
– transition from handrail to guardrail due to
height difference
Handrails
Definition:
a member that parallels the angle of
the stairs allowing a person to grasp by hand to
aid using the stairs
Serves 2 purposes
– aid in ascending/descending stair
– safety
Height
restriction set by code
– usually 34 - 38” (measured from edge of nosing)
Guardrail
Located
at balconies, lookouts, and decks
Any platform more than 30” above grade
Top most rail of balcony railing
Provides safety
Height restrictions set by code
– Not less than 42”(measured from floor )
Guardrail
Forces
Horizontal
thrust normally 20
lbs/linear foot @ top of
guardrail:
– baluster 5 feet apart
– 5 (x) 20 = 100 lbs
Baluster
attachment @ floor:
– 100 lbs (x) 3’ height = 300 lbs
Holding
power of bolts quantity and size determined
by architect/engineer
Vertical Rail
Spacing
restricted set by code
– present code 4” maximum gap between vertical
member, (9” in book is old code)
– applies to all open railings if stairs are 30” or
more off floor
Steel Stairs
Steel Stair Details
Reasons
for steel stairs
– building code requirements for specific buildings
» commercial buildings (occupancy count considered)
» exterior design of steel weather better than wood
» fire protection
– structural strength and stability
– aesthetics and design compatibility
» steel gives more flexibility in design
» design rules are same as for other stair designs
Materials in Steel Stairs
Steel
stringers
Handrails
Treads
Metal clips and attachment
Welding plates
Steel Stringers
Usually
selected from steel
channels
– old callout 10[ 15.3 or 10C15.3
– new callout C10 x 15.3
New
callout explanation
– 10 = nominal height of channel
– C = type of steel section, in this
case an American Standard channel 10”
– 15.3 = weight per foot of steel
section
Steel Stringer Designs
A.
Compound cut (two cuts) &
plates welded to enclose
channel
B. Completed design of A
C. Single cut of channel
D. Another channel cut as leg
of stringer
E. & F. Completed design of
leg & stringer welded together
Example of Steel Channels Stringers
with Pre-fabricated Stair Units
Steel Handrail, Guardrails, & Treads
A thru
D-Handrail/guardrails designs
E & F--Baluster attachment
designs
G & H--Tread designs
Treads Materials and
Construction Methods
Pre-cast/reinforced
concrete
Reinforced
concrete/metal pan
Treads Materials and
Construction Methods
Concrete
poured in place
Steel
Section of a Concrete “U” Shape Stairs
Metal Clips/Brackets
Metal
angles
– steel angles welded
to inter side of
stringer
Metal
brackets
– triangle or other
shapes welded to
top of stringer
Metal angle
Metal bracket
Metal Tread Bracket
Metal
bracket
welded to
stringer to
accommodate
treads
Welding Plates
Used
to enclose end of
stringer (channel)
– aesthetic
– attachment of stringer to
structure
Embedded
in underneath side
of pre-cast treads
– purpose of attaching tread to
structure by welding
Welding
plates
Handrail Assembly Details
Elevation/Section
to include
– material/size
» handrail
» vertical rails
» bottom rails
– height of handrail
– spacing of vertical rails
– detail callouts
Drawing Example
Section/ Elevation @ 1” =1’-0”
Section/Elevation
view of stairs
Changes:
– Reverse direction
of section 7-7
– vertical rails
@4”OC
more
Drawing Example
Handrail Assembly Detail @ 6” =1’-0”
Section
of wood handrail
– callout of catalog to match cross-section
or sufficient dimensions to mill
– connection method as shown
– profile wood handrail
more
Drawing Example
Baluster Detail Section 6” =1’-0”
Baluster
– weld symbol
should be weld all
around
– size of screws:
2-1/4” X 1 1/2”
flathead screw
– locate center of
screws 5/16” from
edge,