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STATE chAPTER 26 Concrete SEC 2601 Scope 548
Durability Requirements 548
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accordance allowable unit stress apply approved axial bars beam bending bolts building official building or structure California ceiling Chapter columns comply compression compressive strength concrete conform construction dead load deflection design values diaphragm dimension Division effective elements enforcing agency equipment exceed exit exterior walls facilities factor fire fire-resistive rating flexural floor area Formula framing grade grain grout handwashing fixture height horizontal inches installed joints joists laminations lateral forces LC LA LC least less live load located lumber masonry units materials maximum minimum modulus modulus of elasticity mortar nails nonbuilding structures openings particleboard percent perpendicular plywood portion protected regulations reinforcement resist roof rooms seismic seismic forces Seismic Zones Select Structural shear strength shear wall sheathing shotcrete smoke detectors span sprinkler square feet storage story strength studs Table thickness tion toilet Type U.B.C. Standard vertical width wood WWPA