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Beam Design
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Diaphragm
Shear Wall
Connections
Hold-down & Anchorage
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Chord & Collector
Stud / Bearing Wall
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Mechanical
HVAC Load · Manual J
Chord & Collector
Diaphragm chord force and collector / drag-strut member design.
Code edition
NDS 2018
NDS 2024
Design diagram
— updates live with your inputs
Diaphragm Geometry & Loads
Diaphragm span L
(ft)
Parallel to load
Diaphragm depth W
(ft)
Perpendicular to load
Lateral load w
(plf)
Distributed shear
Load duration
Permanent (0.9)
Ten years / Floor Live (1.0)
Two months / Snow (1.15)
Seven days / Construction (1.25)
Ten minutes / Wind & Seismic (1.6)
Impact (2.0)
Sets CD
Collector Line
Collector length L_c
(ft)
Un-walled length feeding the shear wall along the collector line
Member
Material type
Sawn Lumber
Glulam
LVL
PSL
Species
Douglas Fir-Larch
Hem-Fir
Southern Pine
Spruce-Pine-Fir
Sawn lumber only
Grade
Select Structural
No.1
No.2
No.3
Stud
Sawn lumber only
Member net area A_net
(in^2)
Net section of the chord / collector member
Splice capacity
(lb)
Provided splice/connection capacity (0 = skip the check)
Design Assumptions
Service condition
Dry (CM=1.0)
Wet
Sets CM
Temperature
T <= 100F (Ct=1.0)
100F < T <= 125F
125F < T <= 150F
Sets Ct
Incised lumber
Yes
Sets Ci
Run calculation
NDS 2018