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Page 132
... forces prescribed in Section 2312 ( d ) . MOMENT - RESISTING SPACE FRAME is a vertical load - carrying space frame in which the members and joints are capable of resisting forces primarily by flexure . SHEAR WALL is a wall designed to ...
... forces prescribed in Section 2312 ( d ) . MOMENT - RESISTING SPACE FRAME is a vertical load - carrying space frame in which the members and joints are capable of resisting forces primarily by flexure . SHEAR WALL is a wall designed to ...
Page 136
... forces shall be according to the gravity loads pertain- ing thereto . For applicable forces on diaphragms and connections for exterior panels , refer to Sections 2312 ( j ) 2 C and 2312 ( j ) 3 C. ( h ) Drift and Building Separations ...
... forces shall be according to the gravity loads pertain- ing thereto . For applicable forces on diaphragms and connections for exterior panels , refer to Sections 2312 ( j ) 2 C and 2312 ( j ) 3 C. ( h ) Drift and Building Separations ...
Page 138
... forces shall be added to those determined from Formula ( 12-9 ) . However , in no case shall lateral force on the ... forces specified in this chapter . Added chords may be used to form subdiaphragms to transmit the anchorage forces to ...
... forces shall be added to those determined from Formula ( 12-9 ) . However , in no case shall lateral force on the ... forces specified in this chapter . Added chords may be used to form subdiaphragms to transmit the anchorage forces to ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength