Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 92
Brick shall be laid with full shoved mortar joints and all head , bed , and wall
joints shall be solidly filled with mortar . At the time of laying , clay or shale units
shall be clean , damp , and shall have sufficient moisture content so that the
amount of ...
Brick shall be laid with full shoved mortar joints and all head , bed , and wall
joints shall be solidly filled with mortar . At the time of laying , clay or shale units
shall be clean , damp , and shall have sufficient moisture content so that the
amount of ...
Page 107
25 - B and 25 - C , Joints bolt values shall be derived in accordance with the
principles ( Cont ' d . ) stated in the “ Wood Handbook , ” U . S . Department of
Agriculture , 1940 . ( e ) Joints Other than Double Shear . When a joint consists of
two ...
25 - B and 25 - C , Joints bolt values shall be derived in accordance with the
principles ( Cont ' d . ) stated in the “ Wood Handbook , ” U . S . Department of
Agriculture , 1940 . ( e ) Joints Other than Double Shear . When a joint consists of
two ...
Page 119
All end joints in the laminations where the radius of curvature is less than 150
times the thickness of the laminations ... For purposes of design wood shall be
assumed to be continuous across the edge on a face joint or across a scarf joint .
All end joints in the laminations where the radius of curvature is less than 150
times the thickness of the laminations ... For purposes of design wood shall be
assumed to be continuous across the edge on a face joint or across a scarf joint .
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood