IS 11096

: 1984

Code of practice for design and construction of bolt-jointed timber construction

CurrentSpecializedCode of PracticeStructural Engineering · Building Construction Practices incl. Painting, Varnishing
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This standard provides guidelines for the design and construction of structural joints in timber using steel bolts. It covers material specifications for timber and bolts, fabrication details, design criteria for joint strength, and requirements for bolt spacing, edge, and end distances.

Code of practice for design and construction of bolt-jointed timber construction

Quick Reference Values
Minimum recommended bolt diameter12 mm
Maximum tolerance for drilled hole diameterBolt diameter + 1.5 mm
Minimum end distance for tension member (parallel to grain)7d for Group C timber (d=bolt diameter)
Minimum edge distance for bolts1.5d (d=bolt diameter)
Minimum spacing between bolts in a row (parallel to grain)4d (d=bolt diameter)
Key Formulas
P = f(timber bearing strength, bolt bending strength) — Formula for calculating safe load on a single bolt in single shear.
N = P / p — Formula for determining the number of bolts required in a joint, where P is total load and p is the safe load per bolt.
Practical Notes
Ensure moisture content of timber is at or near equilibrium moisture content for the intended service location to minimize issues from shrinkage.
Use of large-diameter washers under bolt heads and nuts is essential to prevent localized crushing of the wood fibers.
The alignment of holes is critical in multi-bolt joints; mismatched holes can induce secondary stresses and lead to uneven load distribution among bolts.