Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 129
... computed Shear by use of the following formula : 3R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b breadth of beam , inches h - height of beam , inches R = Reaction , pounds , under the following conditions ...
... computed Shear by use of the following formula : 3R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b breadth of beam , inches h - height of beam , inches R = Reaction , pounds , under the following conditions ...
Page 135
... computed tensile stresses . Sec . 2513. ( a ) Safe Lateral Strength . A wire nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to a greater load causing shear ...
... computed tensile stresses . Sec . 2513. ( a ) Safe Lateral Strength . A wire nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to a greater load causing shear ...
Page 163
... computed by formula Diagonal ( 14 ) : 2 = V bjd ( 14 ) For beams of I or T section b ' shall be substituted for b in formula ( 14 ) . In ribbed construction , where burned clay or concrete tile are used , b ' may be taken as a width ...
... computed by formula Diagonal ( 14 ) : 2 = V bjd ( 14 ) For beams of I or T section b ' shall be substituted for b in formula ( 14 ) . In ribbed construction , where burned clay or concrete tile are used , b ' may be taken as a width ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood