Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 123
... Shear ( no web reinforcement ) . 25 30 Shear ( with web reinforcement , taking entire shear ) ... 50 59 60 Bond : Deformed bars , Vertical bars ; 60 60 Horizontal bars ... 80 80 Modulus of Elasticity E ... 1,200,000 1,500,000 Modulus of ...
... Shear ( no web reinforcement ) . 25 30 Shear ( with web reinforcement , taking entire shear ) ... 50 59 60 Bond : Deformed bars , Vertical bars ; 60 60 Horizontal bars ... 80 80 Modulus of Elasticity E ... 1,200,000 1,500,000 Modulus of ...
Page 131
... shear in beams and other members in flexure shall be computed Shear by use of the following formula : 3 R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b breadth of beam , inches h - height of beam , inches R ...
... shear in beams and other members in flexure shall be computed Shear by use of the following formula : 3 R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b breadth of beam , inches h - height of beam , inches R ...
Page 166
... Shear in Slab . 1. For purposes of determining shear in the strip one foot wide carrying the maximum load , the total load for the length of span A shall be Total Load = TAWA , considered uniformly varying in intensity from raw ( 3eA ...
... Shear in Slab . 1. For purposes of determining shear in the strip one foot wide carrying the maximum load , the total load for the length of span A shall be Total Load = TAWA , considered uniformly varying in intensity from raw ( 3eA ...
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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