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Page 121
... Timber Construction Sec . 2106. ( a ) General . Details of heavy timber construction shall be in accordance with the provisions of this section . Unless otherwise specified , all dimensions are nominal as defined in Section 2502 . ( b ) ...
... Timber Construction Sec . 2106. ( a ) General . Details of heavy timber construction shall be in accordance with the provisions of this section . Unless otherwise specified , all dimensions are nominal as defined in Section 2502 . ( b ) ...
Page 204
... timber members . 3. Allowable unit stresses . The allowable unit stresses for structural glued- laminated timber shall be in accordance with Tables No. 25 - C and No. 25 - D and as modified by this section . ( b ) Standard Sizes ...
... timber members . 3. Allowable unit stresses . The allowable unit stresses for structural glued- laminated timber shall be in accordance with Tables No. 25 - C and No. 25 - D and as modified by this section . ( b ) Standard Sizes ...
Page 692
... Timber of Softwood Species ( 1979 ) , American Institute of Timber Construction , and Standard Specification for Hard- wood Glued - laminated Timber ( 1976 ) , American Institute of Timber Construction . 25-12 ; 2502 ( a ) , 2505 , 2516 ...
... Timber of Softwood Species ( 1979 ) , American Institute of Timber Construction , and Standard Specification for Hard- wood Glued - laminated Timber ( 1976 ) , American Institute of Timber Construction . 25-12 ; 2502 ( a ) , 2505 , 2516 ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength