Varies from A to E, depending on how the structure is anticipated to behave during the occasion of an earthquake which in flip requires totally different level of detailing requirement. Seismic Design Category (SDC). Varies from A to F, depending on how design and detailing is carried out. Seismic Soil Type. Varies from A to F, relying on how the waves travel through the soil. Seismic Zone. 0, 1, 2A, 2B, three and 4, depending on maximum floor acceleration of a specific space. Low Seismic Risk. Corresponds to zones 1 and 2A of UBC-97, seismic design category (SDC) A and B and Seismic performance class (SPC) A and B. Moderate Seismic Risk. Corresponds to zones 2B of UBC-97, seismic design category (SDC) C and Seismic efficiency class (SPC) C. High Seismic Risk. Corresponds to zones three and 4 of UBC-97, seismic design category (SDC) D, E and Wood Ranger Power Shears order now F and Seismic performance category (SPC) D and E. Lateral Load Resisting System.

Intermediate Moment Frame. A solid in place frame that can resist lateral loads by flexural action of its beams and columns and that may present some energy dissipation, relatively better inelastic habits and intermediate ductility in addition to the properties of peculiar moment frames. These frames should satisfy ACI 21.3. Ordinary Moment Frame. A solid in place frame that can resist smaller hundreds by flexural strength of columns. However, inelastic conduct in the event of severe earthquake is poor. It isn't recommended for seismic zones with larger expected seismic exercise. These frames must satisfy ACI 21.2. Special Moment Frame. A solid in place frame, having column and shear partitions, that may resist lateral masses by flexure of its members and has wonderful inelastic behavior. The design and detailing of particular moment frames is controlled by ACI 21.5 to 21.8. Structural Walls. Walls proportioned to resist combination of Wood Ranger Power Shears order now, moments, and axial forces induced by earth quake motions. A shear wall is a structural wall. Intermediate Pre cast structural wall. A precast wall with intermediate inelastic deformation capabilities. Requirements for these walls are given in ACI 21.4. Ordinary reinforced concrete structural wall. It's used to resist lateral loads but very limited inelastic deformation capabilities. Ordinary structural plain concrete wall. It is used for basement partitions for residential or light industrial buildings in areas where seismic threat may be very low. These wall may be supported by soil, footings, grade beams or different structural members. Special precast structural wall. A precast wall complying with the necessities of ACI 21.8. as well as the necessities of peculiar reinforced concrete structural and necessities of ACI 21.2 is satisfied. Special bolstered concrete structural wall. A forged in place wall that may be used in excessive seismic activity regions and has good inelastic deformation capabilities.

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