special reinforced masonry shear wall design example


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xref 0000010885 00000 n 9 Shear Walls 25 Example: Perforated Shear Wall Central pier carries about 85% of shear; can design for entire shear Good practice would be to add control joints 10’ 18’ 5’ 3’ 7’ 55’ <>/XObject<>/Font<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 720 540] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> 0000003100 00000 n 0000000755 00000 n

0000001275 00000 n 0000003914 00000 n stream Under the National Earthquake Hazards Reduction Program (NEHRP) and the stewardship of the National Institute of Standards and Technology (NIST), the Applied Technology Council (ATC) and the Consortium of Universities for Research in Earthquake Engineering (CUREE) have jointly prepared an excellent series of ten succinct and practical seismic design guides for practicing engineers, available fo… o.c. 0000102582 00000 n 0000005498 00000 n 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. trailer 0000091520 00000 n 0000000893 00000 n 0000016073 00000 n 0000003165 00000 n 0000006136 00000 n

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The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from ACI 318-11 to ACI 318-14. 0000004794 00000 n

0000019248 00000 n < 0000003491 00000 n We will cover a simplified design method for designing masonry shear walls. ",#(7),01444'9=82 311 0 obj<> endobj DESIGN ExAMpLE – LOADBEARING WALL A 20 ft (6.1 m) high reinforced concrete masonry wall is to be designed to resist wind load as well as eccentrically applied axial live and dead loads as depicted in Figure 8. 0000001890 00000 n 0000009272 00000 n ֔����ZF����g���/�LF�mix�����$#��,Y��Div����dNcUėz�z���?V�S�^�ʧ"�Z҈�-��`��~K�ep�|��O��y�#�������G+%� Reinforced Concrete Shear Wall Analysis and Design . 0000002285 00000 n <> 4 0 obj 0000000016 00000 n 0000014620 00000 n

0000007257 00000 n endobj
0000000016 00000 n 0000062189 00000 n %PDF-1.5 0000002601 00000 n %���� 0000011076 00000 n 0000091210 00000 n The grout spacing affects the wall weight, which in turn affects the seismic load. @��E�$Y�'�N��oXI;�w8rTj����T�����K7�$Qg##ȳ���Jx�Á�u�����!7���m�ErHa���A�j��V��V�!�q8� 4�;F� �k�T�Hs�&��͟���iͅ��s�#�j_�HaF� First try to meet the capacity design provisions of that section. We have designed the wall for the calculated design shear, which is normally sufficient. %PDF-1.4 %���� 110 0 obj <> endobj 0000001749 00000 n 0000001396 00000 n

0000005023 00000 n 0000003235 00000 n The design process is illustrated with examples. 110 55 The TMS 402-08 is referenced for allowable stress values. ͈�����h�IG�`Q���z(���0h 0000008705 00000 n The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from ACI 318-11 to ACI 318-14. endobj

Shear wall systems that are not exempted from checks for story drift include prestressed masonry shear walls and special reinforced masonry shear walls.

0000005902 00000 n 0000005054 00000 n <> 0000083672 00000 n 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. 0000091059 00000 n

0000006127 00000 n Instructional Material Complementing FEMA P-1051, Design Examples Design of Masonry Structures - 34 Seismic Design Category D: –Only special reinforced shear wall permitted –Minimum prescriptive requirements for reinforcement and connections –Type N mortar and masonry cement mortars are prohibited in the lateral force-resisting system 0000008406 00000 n g�[��m0ȣ_=�R�W��6hP��#�e]�ܖ���E�)%�Kj1����͑Ӛ�N����=yV��;5�l2�����L�(�Dž��pQ�ܴ�q{fzf������)1+ ��m5��]��t����dΟq�X��-�o�t�)�8q��&�j^�L��O�t�a����~v Partially Grouted Reinforced Masonry Shear Wall Design. 4390 0 obj <> endobj 0000011390 00000 n 0000106477 00000 n 0000090745 00000 n endstream 0000004711 00000 n 0000083487 00000 n Now suppose that the wall is a special reinforced masonry shear wall (required in areas of high seismic risk), so that the capacity design requirements of Code Sec. < 2 0 obj 0000005547 00000 n %%EOF

0000006529 00000 n 0000005311 00000 n Ultimately, the behavior of these different configurations is related to the col- 0000005270 00000 n

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