Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 52
Page 97
The allowable unit working stresses in cavity wall construction shall not exceed
the values set forth in Table No . 24 - E except as provided in Chapter 23 . Sec .
2410 . ( a ) General . Stone masonry is that form of Stone construction made with
...
The allowable unit working stresses in cavity wall construction shall not exceed
the values set forth in Table No . 24 - E except as provided in Chapter 23 . Sec .
2410 . ( a ) General . Stone masonry is that form of Stone construction made with
...
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 124
A curve representing the relation between the watercontent and the average 28 -
day compressive strength or earlier strength at which the concrete is to receive its
full working load , shall be established for a range of values including all the ...
A curve representing the relation between the watercontent and the average 28 -
day compressive strength or earlier strength at which the concrete is to receive its
full working load , shall be established for a range of values including all the ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
21 other sections not shown
Other editions - View all
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