Concrete Shear Wall Section Detail

Footings foundation walls.

Concrete shear wall section detail.

Strength reduced from 136 7 to 116 8 in kips. 3500 psi concrete 5 10. Construction codes of practice define maximum and minimum amounts of reinforcement as well as the detailing of steel bars. The changes are a result of the unsatisfactory performance of many shear walls in the chile earthquake of 2010 and the christchurch new zealand earthquake of 2011.

Joist beam connections. Http bit ly 2xw0dkv shear wall i. In some cases precast panels are used as formwork for cast in place concrete. The effectiveness of precast concrete shear walls is largely dependent on the panel to panel connections.

Get skillshare free for 2 months https skl sh 2xylxou full learn to read structural drawing course at the cheapest rate. A reinforcement ratio is defined as the ratio of the gross concrete area for a section taken orthogonal to the reinforcement. Shear wall footing has cad. Longer shear segments are more effective and are recommended where possible or required by design.

Vertical shear walls and shear wall components. The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from aci 318 11 to aci 318 14. 3 clear rather than the designed 2 clear. Each of the exterior walls on all four sides of the building and all interior walls designed as shear walls must have at least one 2 ft 610 mm minimum section of wall identified as a shear segment to resist the high lateral loads.

Band joist bottom plate shear. Shear strength reduced from 7654 lbs to 6589 lbs. The detailing required in order for the diaphragms and shear walls to maintain their rigidity and shape so that proper connections are maintained. Precast concrete shear wall panels are used to provide lateral load resisting system when combined with diaphragm action of the floor construction.

Typical load bearing wall units include solid wall panels and window wall and spandrel panels. Bending strengthof the section has been reduced by about 15 shear strengthat wall base has been reduced by about 14. The effectiveness of precast shear walls is largely dependent upon the panel to panel connections. Band joist support beam.

Concrete shear walls are reinforced with both horizontal and vertical reinforcement figure 4.