Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 1
... least developed countries , 2002–2022 2.2 Fiscal balances in the least developed countries , 2002-2022 ( percentage ) 2.3 Concessional external debt stocks in the least developed countries , 2002-2021 2.4 Composition of government ...
... least developed countries , 2002–2022 2.2 Fiscal balances in the least developed countries , 2002-2022 ( percentage ) 2.3 Concessional external debt stocks in the least developed countries , 2002-2021 2.4 Composition of government ...
Page 218
... least squares. Heidelberg: Verlag. McLachlan, G. J., & Krishnan, T. (2004). The EM algorithm and extensions. Chichester: Wiley. Ramaswamy, V., DeSarbo, W. S., Reibstein, D. J., & Robinson, W. T. (1993). An empirical pooling approach for ...
... least squares. Heidelberg: Verlag. McLachlan, G. J., & Krishnan, T. (2004). The EM algorithm and extensions. Chichester: Wiley. Ramaswamy, V., DeSarbo, W. S., Reibstein, D. J., & Robinson, W. T. (1993). An empirical pooling approach for ...
Page 648
... least - squares principles , 35 Brezzi theorem , 10 , 18 Brezzi – Douglas - Fortin – Marini elements , 566 Brezzi ... least - squares finite element methods error estimates , 490 point matching methods , 488 subdomain collocation methods ...
... least - squares principles , 35 Brezzi theorem , 10 , 18 Brezzi – Douglas - Fortin – Marini elements , 566 Brezzi ... least - squares finite element methods error estimates , 490 point matching methods , 488 subdomain collocation methods ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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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