Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 67
Page 167
... reinforcement shall be provided to carry the excess . ( b ) Types of Web Reinforcement . Web reinforcement may consist of : 1. Stirrups or web reinforcement bars perpendicular to the longitudinal steel . 2. Stirrups or web reinforcement ...
... reinforcement shall be provided to carry the excess . ( b ) Types of Web Reinforcement . Web reinforcement may consist of : 1. Stirrups or web reinforcement bars perpendicular to the longitudinal steel . 2. Stirrups or web reinforcement ...
Page 168
... Reinforcement . Where more than one type of reinforcement is used to reinforce the same portion of the web , the total shearing resistance of this portion of the web shall be assumed as the sum of the shearing resistances com- puted for ...
... Reinforcement . Where more than one type of reinforcement is used to reinforce the same portion of the web , the total shearing resistance of this portion of the web shall be assumed as the sum of the shearing resistances com- puted for ...
Page 169
... reinforcement in all flexural members to which formula ( 18 ) does not apply , such as footings , brackets and other tapered or stepped beams in which the tensile reinforcement is not parallel to the compression face . ( b ) Ordinary ...
... reinforcement in all flexural members to which formula ( 18 ) does not apply , such as footings , brackets and other tapered or stepped beams in which the tensile reinforcement is not parallel to the compression face . ( b ) Ordinary ...
Other editions - View all
Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood