Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 175
The slenderness ratio of a load - bearing wall shall be taken as the ratio of its effective height h to the effective thickness t and shall not exceed the value computed by ☆ S 10 - ( 3-2 ) ... . ( 19-1 ) NOTE : Value of ele ...
The slenderness ratio of a load - bearing wall shall be taken as the ratio of its effective height h to the effective thickness t and shall not exceed the value computed by ☆ S 10 - ( 3-2 ) ... . ( 19-1 ) NOTE : Value of ele ...
Page 176
In the absence of lateral support at the top , the effective height of a column relative to both principal axes shall be taken as twice its height above the lower support . F. Effective thickness . For solid walls , the effective ...
In the absence of lateral support at the top , the effective height of a column relative to both principal axes shall be taken as twice its height above the lower support . F. Effective thickness . For solid walls , the effective ...
Page 451
Shear on the effective area Same as base metal Weld metal with a strength level equal to or less than “ matching ” weld metal may be used 0.30 X nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall ...
Shear on the effective area Same as base metal Weld metal with a strength level equal to or less than “ matching ” weld metal may be used 0.30 X nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall ...
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Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood