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Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads. 0000001275 00000 n 0000000016 00000 n endobj trailer 0000083241 00000 n 5 0000090896 00000 n 0000003235 00000 n x��VM��H�#��؎BOw[�"m&;Y�4#�����X&kf�;�뷪m�f0�@c�����z \�ûwWwc��Ç�5�=\!��`��*>��r8��8������B8)Lg������ &w� -$y@5{�4�AKy�+�, (˽)���-0_cV��l�;o��j�k0��YH���� � @:��>Rxx$�(�,W,� %PDF-1.4 %���� • In this example, design for 200 kips, or 10% greater than 181 kips Example: Special Reinforced Wall Shear Walls 87 Example: Special Wall; Shear in k in ksi in V A f d f d s s A V ns v y v y v v ns 33.1 54.0 0.5 0.5 0.31 60 192 0.5 Use #5 bars in bond beams in psi k kips A f P
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4 0 obj 0000013310 00000 n 3 0 obj 0000083672 00000 n 0000000893 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. 0000005902 00000 n First try to meet the capacity design provisions of that section. 0 Reinforced Masonry Fall 2005 Example: Strength Design of Reinforced Clay Masonry Shear Wall Consider the masonry shear wall shown below: Design the wall. 0000002285 00000 n
<> 0000012409 00000 n Shear wall systems that are not exempted from checks for story drift include prestressed masonry shear walls and special reinforced masonry shear walls. The TMS 402-08 is referenced for allowable stress values. 0000010885 00000 n 0000004977 00000 n 0000001396 00000 n 0000005054 00000 n Reinforced Concrete Shear Wall Analysis and Design A structural reinforced concrete shear wall in a 5-story building provides lateral and gravity load resistance for the applied load as shown in the figure below. 0000002708 00000 n 0000003033 00000 n 0000007422 00000 n Reinforced Concrete Shear Wall Analysis and Design . 0000007894 00000 n 0000005762 00000 n 0000106528 00000 n 0000053334 00000 n 0000014620 00000 n 0000018743 00000 n We have designed the wall for the calculated design shear, which is normally sufficient.
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both the design for overturning and the design for shear are explained. 0000011076 00000 n 0000106477 00000 n
0000005009 00000 n 3 DESIGN PRINCIPLES FOR SPECIAL REINFORCED MASONRY SHEAR WALLS 3.1 Shear Wall Configurations in Buildings Masonry shear walls can have a variety of plan and elevation configurations. 0000003914 00000 n 0000106273 00000 n
0000002601 00000 n The Seismic Design Category is Category D. Reinforced masonry design requires that a grout/reinforcement spacing be assumed. ����|2. 0000002869 00000 n
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Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads. 0000001275 00000 n 0000000016 00000 n endobj trailer 0000083241 00000 n 5 0000090896 00000 n 0000003235 00000 n x��VM��H�#��؎BOw[�"m&;Y�4#�����X&kf�;�뷪m�f0�@c�����z \�ûwWwc��Ç�5�=\!��`��*>��r8��8������B8)Lg������ &w� -$y@5{�4�AKy�+�, (˽)���-0_cV��l�;o��j�k0��YH���� � @:��>Rxx$�(�,W,� %PDF-1.4 %���� • In this example, design for 200 kips, or 10% greater than 181 kips Example: Special Reinforced Wall Shear Walls 87 Example: Special Wall; Shear in k in ksi in V A f d f d s s A V ns v y v y v v ns 33.1 54.0 0.5 0.5 0.31 60 192 0.5 Use #5 bars in bond beams in psi k kips A f P
endobj Ultimately, the behavior of these different configurations is related to the col- 0000004502 00000 n trailer 0000005498 00000 n
4 0 obj 0000013310 00000 n 3 0 obj 0000083672 00000 n 0000000893 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. 0000005902 00000 n First try to meet the capacity design provisions of that section. 0 Reinforced Masonry Fall 2005 Example: Strength Design of Reinforced Clay Masonry Shear Wall Consider the masonry shear wall shown below: Design the wall. 0000002285 00000 n
<> 0000012409 00000 n Shear wall systems that are not exempted from checks for story drift include prestressed masonry shear walls and special reinforced masonry shear walls. The TMS 402-08 is referenced for allowable stress values. 0000010885 00000 n 0000004977 00000 n 0000001396 00000 n 0000005054 00000 n Reinforced Concrete Shear Wall Analysis and Design A structural reinforced concrete shear wall in a 5-story building provides lateral and gravity load resistance for the applied load as shown in the figure below. 0000002708 00000 n 0000003033 00000 n 0000007422 00000 n Reinforced Concrete Shear Wall Analysis and Design . 0000007894 00000 n 0000005762 00000 n 0000106528 00000 n 0000053334 00000 n 0000014620 00000 n 0000018743 00000 n We have designed the wall for the calculated design shear, which is normally sufficient.
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0000007257 00000 n We will cover a simplified design method for designing masonry shear walls. 0000003547 00000 n 0000005839 00000 n 0000047604 00000 n %PDF-1.4 %���� 0000083487 00000 n $.'
both the design for overturning and the design for shear are explained. 0000011076 00000 n 0000106477 00000 n
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