Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 259
... Lateral Support . Solid - sawn rectangular lumber beams , rafters and joists shall be supported laterally to prevent rotation or lateral displacement in accor- dance with the following : If the ratio of depth to thickness , based on ...
... Lateral Support . Solid - sawn rectangular lumber beams , rafters and joists shall be supported laterally to prevent rotation or lateral displacement in accor- dance with the following : If the ratio of depth to thickness , based on ...
Page 590
... LATERAL PRESSURE LATERAL LATERAL SLIDING1 ALLOWABLE BEARING LBS./SQ./FT./ FT . OF DEPTH FOUNDATION BELOW PRESSURE LBS . NATURAL COEF- CLASS OF MATERIALS2 / SQ . FT.3 GRADE4 FICIENT5 RESISTANCE LBS./SQ . FT.6 1. Massive Crystalline ...
... LATERAL PRESSURE LATERAL LATERAL SLIDING1 ALLOWABLE BEARING LBS./SQ./FT./ FT . OF DEPTH FOUNDATION BELOW PRESSURE LBS . NATURAL COEF- CLASS OF MATERIALS2 / SQ . FT.3 GRADE4 FICIENT5 RESISTANCE LBS./SQ . FT.6 1. Massive Crystalline ...
Page 884
... lateral force - resisting system used for the structure above the isolation system . 3. Scaling of results . When the factored lateral shear force on structural ele- ments , determined using either response spectrum or time - history ...
... lateral force - resisting system used for the structure above the isolation system . 3. Scaling of results . When the factored lateral shear force on structural ele- ments , determined using either response spectrum or time - history ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength