HORIZONTAL SPANS
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HORIZONTAL SPANS PRINCIPLES
Span:
Defined as the amount of space between two structural supports.
Bending Moment:
An external moment that induces a portion of a structure to spin or bend.
Resisting Moment:
An internal moment produced by a force couple to maintain equilibrium in the structure; it is equal and opposite to the bending moment.
Deflection:
The deviation of a spanning member from a true course under a transverse force.
Increases with load and span.
Decreases with increased stiffness of material or section.
Bending Stress:
The largest bending stress occurs at the surface farthest from the neutral axis.
Comprises both compressive and tensile stresses, created at a cross-section to counteract a transverse force.
STRUCTURAL LAYERS
Each layer consists of one-way spanning elements supported by the layer below, requiring alternate span directions in successive layers.
Layer 1 (Surface-forming Layer):
Materials may include:
Structural wood panels
Wood or steel decking
Precast concrete planks
Cast-in-place concrete slabs
Function: Determines the size and spacing of Layer 2 joists and beams based on load-carrying and spanning capability.
Layer 2 (Support Layer):
Comprising larger linear elements such as:
Wood and light-gauge steel joists
Open-web joists
Beams
Layer 3 (Support for Joists and Beams):
Involves girders or trusses, or alternatively, use a series of columns or bearing walls to carry Layer 2 elements.
HORIZONTAL SPANNING SYSTEMS
The choice of materials and structural systems is influenced by:
Material Type:
Wood one-way systems
Steel one-way systems
Concrete systems (one-way or two-way systems)
Bay Proportion:
Two-way spans are typically square.
One-way spans can be rectangular or square.
Span Direction and Length:
CONCRETE SPANNING SYSTEMS
Concrete Elements Include:
One-Way Slabs
Joist Slabs
Flat Plates
Flat Slabs
Two-Way Slabs with Beams
Waffle Slabs
Precast Concrete Slabs
STEEL SPANNING ELEMENTS
Steel Beams and Girders:
Typical configurations:
Beam span should generally be calculated as span divided by 20.
Steel beams calculated as span divided by 15.
Beam width is typically 1/3 to 1/2 of the beam depth.
Open-Web Steel Joists:
Beam span typically calculated as span divided by 24.
Spacing between joists usually ranges from 2' to 10' (approximately 0.6 to 3 m), with common practice in large buildings being 4' to 8' (1.2 to 2.4 m).
OPEN-WEB STEEL JOISTS
Require reinforcing from concrete or masonry bearing walls to counter lateral movement.
Bridging Types:
Horizontal or diagonal bridging is mandated to prevent lateral shifts of joist chords.
Spacing of bridging typically ranges from 10' to 20' (3050 to 6095), depending on joist span and chord size.
Joist spacing commonly ranges from 4' to 10' (1220 to 3050).
Maximum joist span suggested is 24 times the joist depth.
STEEL SPANNING SYSTEMS
One-Way Beam System:
Beam span can range from 6 m to 12 m.
Trussed System:
Girder joists (LH and DLH series) support a variety of open-web joists.
Triple-Layer System:
Comprises major trusses, primary beams, and secondary beams.
Light-Gauge Steel Joists:
Cold-rolled formed, spaced depending on load; space increments can be 405 mm, 610 mm, or 1220 mm.
HORIZONTAL SPANS WOOD SPANNING SYSTEMS
Solid Wood Beams:
Available in nominal increments of 2" (51 mm) from sizes 4x8 to 6x12, with actual dimensions being slightly less.
Depth estimation: span/15.
Width is roughly 1/3 to 1/2 of the depth.
Glue-laminated beams can span greater distances compared to solid beams.
Beam Specifications:
Glue-laminated beam: Spans > 60' (18 m)
LVL and PSL beam: Spans > 10' (3 m)
ASSIGNMENT
Task: Explain the horizontal spans of wide span building structure precedents.
REFERENCES
Ching, Francis D.K. (2014). Building Structures Illustrated, 2nd Edition. John Wiley and Sons, Inc., New York.